Attachment 2 - 539-21-104 CD Drawings 8-19-2021.pdf

P A

R K

IN

G

G A

R A

G E

V

IN

E S

T

GOODMAN ST

SHIELD ST

N

PRIMARY CONTRACTOR

STAGING / CRANE STAGING

PRIMARY CONTRACTOR

STAGING / CRANE STAGING

SECONDARY CONTRACTOR

STAGING / CRANE STAGING

SITE NOTE: CRANE SHALL NOT BE ON

SITE DURING WEEKDAYS

V in e S t

Department of Veteran Affairs Medical Campus

Goodman St

Interstate 71

Martin Luther King Dr E

R ea di ng

R d

Je ffe rs on

A ve

E d e n A v e

Albert Sabin Way

B u rn e t

A v e

Shield St N

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Cincinnati V.A.

Medical Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FULLY SPRINKLERED

C U s e rs

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GI001

COVER SHEET/SHEET INDEX

08/05/2021 PQ CD

CINCINNATI, OH

539-21-104CONSTRUCTION

DOCUMENTS

UPGRADE AIR HANDLER

UNITS

VICINITY MAP

CINCINNATI VAMC

UPGRADE AIR HANDLER UNITS

DEPARTMENT OF VETERANS AFFAIRS

3200 Vine St, Cincinnati, OH 45220

REGIONAL VICINITY MAP

1. SEE GENERAL PROJECT NOTES FOR NEW WORK FOR ADDITIONAL REQUIREMENTS FOR WORK WITHIN THE EXISTING FACILITY.

2. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND CONSTRUCTION. IF PROVIDED, THE GENERAL CONTRACTOR

SHALL CAREFULLY EXAMINE EXISTING BUILDING DOCUMENTS. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.

3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

4. MAINTAIN EXIT EGRESS PATHS TO EXISTING EXIT DOORS DURING CONSTRUCTION.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK AND THE ROUTES MUST BE RETURNED TO THEIR

ORIGINAL CONDITION AT THE END OF THE PROJECT.

6. MAINTAIN THE BUILDING IN A WEATHER TIGHT CONDITION AT ALL TIMES.

7. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE C.O.R. TO MINIMIZE DISRUPTIONS OF NORMAL FUNCTIONS OF THE VA'S OCCUPIED AREAS.

8. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE C.O.R. FOR THE SCHEDULED TIME OF THE CONSTRUCTION ACTIVITIES. NO WORK SHALL BE DONE WITHOUT

THE WRITTEN APPROVAL OF THE C.O.R. THE C.O.R. RESERVES THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION AT ANY TIME. NO RADIOS SHALL BE PERMITTED AT ANY TIME IN WORK

AREAS ADJACENT TO OCCUPIED SPACES.

9. ALL EXISTING SERVICES AND UTILITIES SHALL BE MAINTAINED TO ADJACENT DEPARTMENTS OR AREAS THAT ARE IN OPERATION AND SERVED BY THEM. COORDINATE ALL DISRUPTIONS OR

DISCONTINUATIONS OF UTILITIES AND SERVICES WITH C.O.R. NO SHUT DOWN OF EXISTING SERVICES IS ALLOWED TO OCCUR UNTIL RECEIVING THE C.O.R.'S WRITTEN APPROVAL OF THE

SHUT DOWN SCHEDULE. PROVIDE TEMPORARY SERVICES AND/OR UTILITIES DURING INTERRUPTIONS AS REQUIRED AND APPROVED BY THE C.O.R.

10. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO THE V.A.'S OCCUPIED AREAS ADJACENT TO NEW CONSTRUCTION OR OCCUPIED AREAS

WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED. IN THESE AREAS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY LACK OF SUFFICIENT

PROTECTION FROM THE WEATHER AND FROM THE RESULTS OF ALL CONSTRUCTION ACTIVITY INCLUDING BUT NOT LIMITED TO DUST AND WATER.

11. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN APPROVAL FROM THE C.O.R. BEFORE USING OPEN FLAMES, WELDING RODS AND TORCHES. THE GENERAL CONTRACTOR IS

RESPONSIBLE FOR ALL MEANS AND METHODS TO PROHIBIT THE MIGRATION OF SMOKE AND OTHER PRODUCTS OF COMBUSTION INTO OCCUPIED AREAS OF THE EXISTING BUILDING AND

FOR OBTAINING ALL REQUIRED PERMITS RELATED TO HOT WORK.

12. PROVIDE FIRE PROTECTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY.

13. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PATCH ALL SPRAY-ON FIRE PROTECTION AT REMOVALS, AT ANY EXISTING LOCATIONS WHICH ARE VOID OF PROTECTION WITHIN THE

AREA OF WORK AND AT NEW CONSTRUCTION WHICH DISTURBS EXISTING FIRE PROTECTION. FIREPROOFING MUST BE CONTINUOUS AND UNOBSTRUCTED.

14. DO NOT OVERLOAD THE EXISTING BUILDING STRUCTURE. MAINTAIN THE STRUCTURAL INTEGRITY OF ALL STRUCTURAL FRAMING MEMBERS AND SYSTEMS AT ALL TIMES.

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL AUTHORITIES, CODES, RULES AND REGULATIONS.

2. THESE DOCUMENTS SHOW THE MINIMUM CONSTRUCTION REQUIREMENTS AND THE MINIMUM QUALITY OF WORK EXPECTED. MORE STRINGENT

REQUIREMENTS STIPULATED WITHIN RELEVANT MANUFACTURER’S INSTALLATION INSTRUCTIONS WILL SUPERSEDE.

3. ANY UNFORESEEN OR UNCLEAR CONDITIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING WITH WORK.

4. ANY CONFLICTS WITHIN THE DRAWINGS, BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, OR BETWEEN THE DRAWINGS AND THE ACTUAL

CONDITIONS AT THE SITE, ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. THE CONTRACTOR SHALL NOT PROCEED WITH

WORK UNTIL WRITTEN CLARIFICATION FROM THE ARCHITECT IS RECEIVED.

5. UNLESS OTHERWISE NOTED, ALL MATERIALS AND EQUIPMENT ARE TO BE INSTALLED PER THE APPLICABLE PROVISIONS OF THESE DOCUMENTS AND

THE MANUFACTURER’S INSTRUCTIONS.

6. ALL MATERIALS USED ARE REQUIRED TO BE NEW UNLESS OTHERWISE NOTED AND/OR OF A QUALITY TO MEET OR EXCEED ALL APPLICABLE INDUSTRY

STANDARDS. WHERE SPECIFIED PRODUCTS OR MANUFACTURERS ARE NOT NOTED, THE CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT TO

OBTAIN A MINIMUM STANDARD OF QUALITY.

7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND TECHNIQUES FOR CONSTRUCTION.

8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR JOB-SITE SAFETY INCLUDING BUT NOT LIMITED TO THE ADHERENCE TO OSHA REGULATIONS.

9. ALL ELECTRICAL AND MECHANICAL WORK SHALL BE PERFORMED BY PERSONNEL LICENSED IN THE STATE WHERE THIS PROJECT IS LOCATED.

10. REMOVE ALL DEBRIS PROPERLY FROM THE SITE. LOAD DEBRIS DIRECTLY ONTO TRUCKS OR INTO DUMPSTERS FOR REMOVAL. DISPOSE OF DEBRIS

LEGALLY. DO NOT BURN DEBRIS ON THE SITE. DO NOT ALLOW DEBRIS TO ENTER SEWERS. DO NOT ALLOW PILED DEBRIS TO ENDANGER STRUCTURES, BLOCK EXISTS OR ROADWAYS. COMBUSTIBLE WASTE WHICH COULD CREATE A FIRE HAZARD SHALL NOT BE PERMITTED TO ACCUMULATE IN OR

AROUND THE CONSTRUCTION SITE..

11. COORDINATE ALL WORK WITH ALL OTHER DISCIPLINES, INCLUDING, BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, PLUMBING & SITE DRAWINGS.

EXACT SIZE AND LOCATION OF ALL ROOF AND FLOOR OPENINGS SHOWN ON ARCHITECTURAL DRAWINGS SHALL BE VERIFIED WITH THE ASSOCIATED

SUB-CONTRACTORS PRIOR TO CONSTRUCTION.

12. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL PLAN DIMENSIONS ARE TAKEN TO FINISH FACE OF CONSTRUCTION.

13. LAYOUT AND VERIFY ALL PARTITION LOCATIONS PRIOR TO CONSTRUCTION FOR CLEARANCES AND DIMENSIONS. NOTIFY ARCHITECT OF ANY

DISCREPANCIES.

14. WITHIN ALL METAL STUD PARTITIONS, THE GENERAL CONTRACTOR IS TO PROVIDE BLOCKING FOR ALL WALL MOUNTED EQUIPMENT AND

ACCESSORIES INCLUDING BUT NOT LIMITED TO: MECHANICAL, ELECTRICAL AND PLUMBING DEVICES, FURNITURE, CASEWORK, MILLWORK AND ALL

OTHER WALL MOUNTED ACCESSORIES AND ITEMS. THE LOCATIONS, MOUNTING HEIGHTS AND BLOCKING REQUIREMENTS SHOWN HEREON ARE GIVEN

FOR INFORMATIONAL PURPOSES ONLY AND IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THIS INFORMATION WITH THE

ASSOCIATED SUB-CONTRACTORS, MANUFACTURERS, OR EQUIPMENT SUPPLIERS. SEE TYPICAL BLOCKING DETAILS IN METAL STUD WALLS INCLUDED

IN THESE DOCUMENTS FOR BLOCKING AND ANCHORING REQUIREMENTS.

15. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED.

16. THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL AND

PLUMBING, TO DETERMINE THE SIZE AND LOCATION OF ALL PENETRATIONS IN NEW CONSTRUCTION. COORDINATE AND PROVIDE ALL OPENINGS. SEAL

CONSTRUCTION TIGHT TO ALL PENETRATIONS AND CAULK.

17. ALL PENETRATIONS THROUGH FIRE RATED CONSTRUCTION MUST BE FIRE SAFE'D IN ACCORDANCE WITH THE SPECIFICATIONS.

18. PROVIDE CONTROL JOINTS IN GYPSUM WALLBOARD INTERIOR PARTITIONS AT 30 FEET ON CENTER MAXIMUM. WHERE POSSIBLE, LOCATE AT CORNERS

ABOVE OPENINGS. VERIFY LOCATIONS WITH ARCHITECT. SEE THE ASSOCIATED TYPICAL DETAILS INCLUDED IN THESE DOCUMENTS.

19. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND VERIFYING ALL REQUIRED ROUGH OPENINGS, AND ROUGH-IN DIMENSIONS WITH THE EQUIPMENT MANUFACTURER, OWNER AND ARCHITECT PRIOR TO CONSTRUCTION.

20. CONTRACTOR TO PROVIDE A PROJECT SCHEDULE STATING DAY, MONTH AND YEAR FOR EACH AIR HANDLER’S REPLACEMENT, REMOVAL OR

MODIFICATIONS. VA COR MAY DIRECT THE CONTRACTOR TO MODIFY THE SCHEDULE FOR WHEN UNITS ARE REPLACED AND/OR INSTALLED TO MEET

THE SEASONAL OPERATIONAL NEEDS OF THE MEDICAL CENTER. CONTRACTOR TO SUBMIT AHU REPLACEMENT, REMOVAL OR MODIFICATIONS

SCHEDULE TO THE VA COR FOR APPROVAL PER “THE COMPLETE PROJECT SCHEDULE SUBMITTAL” PARAGRAPH REQUIREMENT IN SECTION 01 32 16.15

PROJECT SCHEDULES.

15. ALL DEMOLISHED MATERIAL, EXCEPT MATERIAL THAT IS LISTED OR MARKED BY THE ARCHITECT OR THE C.O.R. FOR RETENTION, SHALL BECOME THE PROPERTY OF THE

CONTRACTOR AND IT SHALL BE DISPOSED OF. NO DEBRIS RESULTING FROM WORK SHALL BE LEFT IN THE CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK.

16. REMOVAL OF A PARTICULAR ITEM IS TO INCLUDE ALL RELATED ITEMS, SUCH AS REMOVAL OF WALLS WOULD INCLUDE ASSOCIATED DOORS, HARDWARE, ELECTRICAL, PLUMBING, MECHANICAL, ETC. REFER TO DEMOLITION DRAWINGS FOR MORE INFORMATION. FOR ALL REMOVALS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER

DISCIPLINES INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL AND PLUMBING.

17. WHERE CEILINGS ARE SHOWN TO BE REMOVED, ALL UNUSED SUSPENDED EQUIPMENT, WIRES, ANGLES, ETC. SHALL BE REMOVED. SEE DEMOLITION DRAWINGS FOR ADDITIONAL

INFORMATION. EXISTING LIGHTS MAY BE MAINTAINED AS TEMPORARY CONSTRUCTION LIGHTING.

18. THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ITEMS NOT DEMOLISHED OR REMOVED AS REQUIRED UNTIL PERMANENT SUPPORT IS PROVIDED IN THE FINAL

CONSTRUCTION.

19. ALL OPENINGS IN EXISTING WALLS, CEILINGS AND FLOORS, WHICH ARE THE RESULT OF REMOVALS AND OTHER NEW CONSTRUCTION ACTIVITY, SHALL BE PATCHED WITH NEW

MATERIALS THAT MATCH THE EXISTING MATERIALS. IF THE PATCH IS TO BE MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE

PATCH SHALL BE FINISHED TO A LIKE NEW CONDITION TO MATCH THE EXISTING FINISH.

20. ALL EXISTING OPENINGS IN CEILINGS, FLOORS AND WALLS DISCOVERED IN THE EXISTING STRUCTURE SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING

MATERIALS. IF THE PATCH IS TO BE MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE PATCH SHALL BE FINISHED TO A LIKE NEW

CONDITION TO MATCH THE EXISTING FINISH.

21. WHERE EXISTING SURFACES ARE TO BE REFINISHED OR ARE TO SERVE AS SUBSTRATE FOR THE ATTACHMENT OR APPLICATION OF NEW MATERIALS OR CONSTRUCTION, PREPARE

OR ALTER THE EXISTING SURFACES AS NECESSARY TO PROPERLY ACCOMMODATE THE NEW MATERIALS.

22. FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES THAT IMPACT THE NEW WORK. DETERMINE THE SIZE AND LOCATION THE PENETRATIONS FROM THE EXISTING

UTILITIES WITHIN THE NEW WORK. SEAL TIGHT TO ALL PENETRATIONS AND CAULK.

23. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE SAFE'D TO ACHIEVE THE PROPER FIRE RATING BY THE END OF

CONSTRUCTION OPERATIONS FOR EACH DAY.

24. NEW HOLES IN EXISTING ELEVATED FLOOR AND ROOF STRUCTURES FOR NEW WORK MUST BE COORDINATED WITH THE EXISTING STRUCTURE SO THAT CRITICAL STRUCTURAL

MEMBERS ARE NOT DAMAGED.

25. UNLESS OTHERWISE NOTED, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING SALVAGED STOCK BEFORE ORDERING NEW MATERIAL.

G E N E R A L N O T E S - E X I S T I N G F A C I L I T I E S

G E N E R A L N O T E S - N E W W O R K :

SITE MAP

539-21-104

D R A W I N G I N D E X

Sheet Number Sheet Name

GENERAL

GI001 COVER SHEET/SHEET INDEX

GI100 GENERAL NOTES AND DETAILS

STRUCTURAL

1-SF501 STRUCTURAL DETAILS

ARCHITECTURAL

1-AD150 DEMOLITION ROOF PLAN

1-A102 LOGISTICS SUITE EXISTING

1-A102a LOGISTICS PHASE 1

1-A102b LOGISTICS PHASE 2

1-A102c LOGISTICS PHASE 3

1-A141 REFLECTED CEILING PLANS - FIRST FLOOR

1-A142 REFLECTED CEILING PLANS - SECOND FLOOR

1-A142a LOGISTICS SUITE REFLECTED CEILING PLAN - PHASE 1

1-A142b LOGISTICS SUITE REFLECTED CEILING PLAN - PHASE 2

1-A142c LOGISTICS SUITE REFLECTED CEILING PLAN - PHASE 3

1-A143 REFLECTED CEILING PLANS - THIRD FLOOR

1-A145 REFLECTED CEILING PLAN - FIFTH FLOOR

1-A150 OVERALL ROOF PLAN

1-A151 ENLARGED ROOF PLANS

1-A152 ENLARGED ROOF PLANS

1-A153 ROOF DETAILS

MECHANICAL

M001 MECHANICAL LEGEND

1-M1SB MECHANICAL SUB-BASEMENT DEMOLITION & NEW WORK PLANS

1-MD100A MECHANICAL BASEMENT DEMOLITION PLANS

1-MD101 MECHANICAL FIRST FLOOR DEMOLITION PLAN

1-MD102A MECHANICAL SECOND FLOOR DEMOLITION PLAN

1-MDH102B MECHANICAL SECOND FLOOR DUCTWORK DEMOLITION PLAN

1-MDP102B MECHANICAL SECOND FLOOR PIPING DEMOLITION PLAN

1-MD104A MECHANICAL THIRD AND FOURTH FLOOR DEMOLITION PLAN

15-MDT102 BUILDING 15 SECOND FLOOR PLAN - REMOVALS & TEMPORARY UTILITIES

1-MT102A MECHANICAL SECOND FLOOR PHASING PLAN

1-MT102B MECHANICAL SECOND FLOOR PHASING PLAN

1-MT104C MECHANICAL FOURTH FLOOR TEMPORARY UTILITIES PLAN

1-MT105 MECHANICAL FIFTH FLOOR NEW WORK PLAN

1-M100A MECHANICAL BASEMENT NEW WORK PLAN

1-M100B MECHANICAL BASEMENT DEMOLITION AND NEW WORK PLANS

1-M101 MECHANICAL FIRST FLOOR NEW WORK PLAN

1-M102A MECHANICAL SECOND FLOOR NEW WORK PLAN

1-MH102B MECHANICAL SECOND FLOOR DUCTWORK NEW WORK PLANS

1-M103 MECHANICAL THIRD FLOOR DEMOLITION & NEW WORK PLANS

1-M104A MECHANICAL THIRD AND FOURTH FLOOR NEW WORK PLAN

1-M104B MECH FOURTH AND FIFTH FLOOR DEMOLITION AND NEW WORK PLANS

1-M104C MECHANICAL FOURTH FLOOR DEMOLITION & NEW WORK PLANS

1-M108 MECHANICAL ROOF PLAN - AHU-1,2,3

1-M109 MECH NINTH & ELEVENTH FLOOR DEMOLITION & NEW WORK PLANS

1-MP102B MECHANICAL SECOND FLOOR PIPING NEW WORK PLAN

15-MH102 MECHANICAL SECOND FLOOR NEW WORK PLANS

M501 MECHANICAL DETAILS

M502 MECHANICAL DETAILS

M503 MECHANICAL DETAILS

M504 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES

M602 MECHANICAL SCHEDULES

M603 MECHANICAL SCHEDULES

M604 MECHANICAL SCHEDULES

M701 MECHANICAL CONTROLS DIAGRAMS

M702 MECHANICAL CONTROLS DIAGRAMS

M703 MECHANICAL CONTROLS DIAGRAMS

M704 MECHANICAL CONTROLS DIAGRAMS

M705 MECHANICAL CONTROLS DIAGRAMS

ELECTRICAL

E001 ELECTRICAL LEGEND, NOTES

1-EP1SB ELECTRICAL SUB-BASEMENT DEMOLITION & NEW WORK PLANS

1-EP100A ELECTRICAL BASEMENT DEMOLITION & NEW WORK PLANS

1-EP100B ELECTRICAL BASEMENT DEMOLITION & NEW WORK PLANS

1-EP101 FIRST FLOOR ELECTRICAL PLAN

1-EP102A ELEC SECOND & THIRD FLOOR DEMOLITION & NEW WORK PLANS

1-EP102B SECOND FLOOR ELECTRICAL PLAN

1-EP103 THIRD FLOOR ELECTRICAL PLAN

1-EP104A ELEC FOURTH & FIFTH FLOOR DEMOLITION & NEW WORK PLANS

1-EP104B ELECTRICAL FOURTH FLOOR DEMOLITION & NEW WORK PLANS

1-EP104C FOURTH FLOOR ELECTRICAL PLAN

1-EP105 FIFTH FLOOR ELECTRICAL PLAN

1-EP109 ELEC NINTH & 10TH-11TH FLOOR DEMOLITION & NEW WORK PLANS

15-ED102 15-ED102 - ELECTRICAL SECOND FLOOR DEMOLITION PLAN

15-EP102 15-EP102 - ELECTRICAL SECOND FLOOR NEW WORK PLAN

E500 PANEL SCHEDULES

E501 PANEL SCHEDULES

E502 EQUIPMENT AND LIGHTING SCHEDULES

E600 RISER DIAGRAMS

E601 RISER DIAGRAMS

Revisions: Date: 1616637 EXPIRES 12/31/21

PATRICK R. QUINN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Cincinnati V.A.

Medical Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FULLY SPRINKLERED

C U s e rs

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GI100

GENERAL NOTES AND DETAILS

08/05/2021 PQ CD

CINCINNATI, OH

539-21-104CONSTRUCTION

DOCUMENTS

UPGRADE AIR HANDLER

UNITS

Revisions: Date:

DUE TO THE LOCATION OF RENOVATION WORK INDICATED (VAMC SPS DEPARTMENT) CONSTRUCTION IS WITHIN THE HIGHEST INFECTION RISK CATEGORY. THE INFECTION AND DUST CONTROL PLANS SHALL BE

DISTRIBUTED AND APPLIED BY ALL CONTRACTORS PERFORMING WORK ON THIS PROJECT.

A. REFER TO PHASING PLANS AND SPECIFICATION SECTION 01 35 26, SAFETY REQUIREMENTS FOR

ADDITIONAL INFECTION CONTROL INFORMATION.

B. COORDINATE ALL WORK ASSOCIATED WITH PROJECT FOLLOWING THE SITE-SPECIFIC INFECTION

CONTROL RISK ASSESSMENT PUBLISHED BY THE VAMC.

C. AREAS ADJACENT TO IMMEDIATE (PHASED) WORK AREAS WILL BE FULLY OCCUPIED AND

FUNCTIONING NORMALLY THROUGHOUT THE CONSTRUCTION PERIOD.

D. THERE WILL BE ZERO TOLERANCE FOR ANY DUST MIGRATION OUTSIDE OF THE IMMEDIATE WORK

SITE AREAS IDENTIFIED BY PHASING PLANS.

E. ALL WORK OCCURRING WITHIN THE SURGERY DEPARTMENT MUST BE PERFORMED OUTSIDE OF

NORMAL VAMC WORKING HOURS.

F. CONTRACTOR SHALL PROVIDE FOR PROFESSIONAL TERMINAL CLEANING OF PHASED WORK AREAS

PRIOR TO TURNING OVER TO THE VAMC FOR OCCUPANCY.

G. EXTERIOR DEMOLITION ACTIVITIES (INCLUDES CUTTING AND PATCHING):

a. EVALUATE EXISTING SITE CONDITIONS TO DETERMINE THE PRESENCE OF ANY OUTSIDE AIR

INTAKES WITHIN 20' OF THE PROPOSED EXTERIOR WORK.

b. IF PRESENT - DETERMINE IF THE IMPACTED EXTERIOR AREAS OF THE FACILITY CAN OPERATE

TEMPORARILY ON RECIRCULATED AIR VS. OUTSIDE AIR.

• IF FEASIBLE - SEAL OFF AIR INTAKES WITHIN 20' OF DUST GENERATING WORK.

• IF NOT FEASIBLE - ROUTINELY CHECK THE LOW-EFFICIENCY FILTER BANKS LOCATED IN LINE

WITH ADJACENT AIR INTAKE(S) AND REPLACE AS NEEDED TO REDUCE PARTICULATE BUILD-UP.

c. SEAL WINDOWS AND REDUCE OTHER SOURCES OF OUTSIDE AIR INTRUSION (OPEN DOORS IN

STAIRWELLS AND CORRIDORS) THAT MAY BE IMPACTED BY CONSTRUCTION. PAY SPECIAL

ATTENTION TO PROTECTIVE ENVIRONMENT (PE) AREAS.

H. INTERIOR DEMOLITION AND CONSTRUCTION ACTIVITIES DUST AND DEBRIS CONTROL:

a. BARRIER SYSTEMS: PHASED AREAS OF WORK SHALL BE ISOLATED FROM ADJACENT AREAS WITH

1 -HR. RATED DUST PARTITIONS.

b. DUST PARTITIONS TO BE METAL FRAMED WITH GYPSUM WALL BOARD ON EACH SIDE. PARTITION

TO BE CONSTRUCTED EQUAL TO UL DESIGN U465.

• IN LIEU OF SITE BUILT DUST PARTITIONS, CONTRACTOR MAY UTILIZE PRE-ENGINEERED

(MODULAR) TEMPORARY CONSTRUCTION PARTITIONS LIKE THOSE MANUFACTURED BY EDGE

GUARD PRODUCTS, 216 N. PLATT ST., BEMENT, IL 61813, TELE 217-552-5418, WEBSITE:

WWW.EDGE-GUARD.COM OR APPROVED EQUAL.

c. DUST PARTITIONS SHALL BE INSTALLED WITH A TIGHT SEAL AT FLOOR AND CEILING OR

STRUCTURE ABOVE CEILING. WHERE OPERATING ROOM DEMISING WALLS ARE SHOWN TO BE

EXTENDED UP TO STRUCTURE ABOVE - PROVIDE AIR TIGHT SEAL AT BOTH TOP OF EXISTING

DEMISING WALL (TO BE EXTENDED) AND AT STRUCTURE ABOVE.

• WHERE O.R. DEMISING WALL EXTENSIONS IMPACT EXISTING FIRE PROOFED STEEL

STRUCTURE - CONTRACTOR SHALL CAREFULLY REMOVE THE FIREPROOFING (ONLY) IN AREA

WHERE TOP WALL PLATE MEETS EXISTING STEEL. PATCH ANY FIREPROOFING DISTURBED BY

CONSTRUCTION ACTIVITIES WITH NEW FIRE PROOFING MATCHING EXISTING SYSTEM.

• AN INTERIM PLASTIC DUST BARRIER (MINIMUM 6-MIL THICKNESS) SHALL BE INSTALLED TO PROTECT ADJACENT AREAS WHILE THE IMPERVIOUS (1-HR. RATED) DUST PARTITION IS BEING

CONSTRUCTED.

d. ANY DUST GENERATED FROM DEMOLITION OR CONSTRUCTION ACTIVITIES SHALL BE IMMEDIATELY

CLEANED IF TRACKED OR FOUND OUTSIDE OF THE CONSTRUCTION PHASE PERIMETER.

e. CONTRACTOR PERSONNEL SHALL MONITOR DUST PARTITION CONDITION AND PERFORM

MAINTENANCE - DURING PHASED DEMOLITION AND CONSTRUCTION ACTIVITIES.

f. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, DUST PARTITIONS SHALL BE CAREFULLY

REMOVED TO MINIMIZE THE SPREAD OF DUST.

• CONTRACTOR SHALL INSTALL INTERIM PLASTIC DUST BARRIERS (MINIMUM 6-MIL THICKNESS)

PRIOR TO THE REMOVAL OF DUST PARTITIONS.

I. TRAFFIC CONTROL:

a. PHASED SITE ACCESS SHALL HAVE DEFINED ENTRY AND EXIT PROCEDURES. EGRESS PATHS AND

BE FREE OF DEBRIS, TOOLS, EQUIPMENT, OR CONTAINERS.

b. DESIGNATED ELEVATORS SHALL ONLY BE USED DURING SCHEDULED TIME PERIODS AND ONLY

AUTHORIZED PERSONNEL SHALL BE ALLOWED TO ENTER THE CONSTRUCTION ZONE.

COORDINATE ELEVATOR ACCESS WITH THE VAMC THROUGH THE COR.

c. INSTALL SIGNAGE TO DIRECT PEDESTRIAN TRAFFIC AWAY FROM THE CONSTRUCTION AREAS.

J. DEMOLITION DEBRIS:

a. ALL DEBRIS GENERATED BY PROJECT SHALL BE REMOVED IN CARTS WITH TIGHTLY FITTING COVERS, USING DESIGNATED TRAFFIC ROUTES. EFFORTS SHALL BE MADE TO MINIMIZE THE USE

OF ELEVATORS SHARED BY PATIENTS OR STAFF. PERFORM TRANSPORT OF DEBRIS AT TIMES

DIRECTED BY THE VAMC THROUGH THE COR. IF EXTERIOR TRASH CHUTES ARE USED TO DIRECT DEBRIS OUTSIDE, HIGH EFFICIENCY PARTICULATE AIR (HEPA) FILTERED NEGATIVE AIR MACHINES SHALL BE USED AND THE CHUTE OPENING SEALED WHEN NOT IN USE. USED FILTERS SHALL BE

BAGGED AND SEALED BEFORE TRANSPORTING OUT OF THE CONSTRUCTION AREA. THE

CONTRACTOR SHALL NOT HAUL DEBRIS THROUGH PATIENT-CARE AREAS WITHOUT PRIOR

APPROVAL OF THE VAMC.

K. VENTILATION AND ENVIRONMENTAL CONTROLS:

a. AIR SYSTEM FLOW: DETERMINE IF CONSTRUCTION AREA USES FRESH/OUTSIDE OR

RECIRCULATED AIR. ADD FILTERS AND/OR COVER RETURN GRILLS WITH FILTER MATERIAL OR

PLASTIC. AIR MUST (ONLY) FLOW IN THE DIRECTION OF CLEAN AREAS TO DIRTY AREAS.

b. NEGATIVE AIR PRESSURE: AIR WITHIN THE CONSTRUCTION AREAS (PHASES) MUST BE

MAINTAINED AT NEGATIVE PRESSURE WITH RESPECT TO SURROUNDING AREAS. NO DISRUPTION

OF AIR SYSTEMS OF ADJACENT AREAS IS ALLOWED DURING PERIODS OF VAMC OCCUPANCY OF

ADJACENT AREAS. THE NEGATIVE AIR PRESSURE SYSTEM WITHIN THE ENCLOSED PHASES SHALL

EXHAUST DIRECTLY OUTSIDE.

• DUST PARTITIONS SHALL BE OUTFITTED WITH CONTINUOUS AIR PRESSURE MONITORING

DEVICES WITH 24/7 READ OUT AND LOGGING. BASIS OF DESIGN FOR AIR PRESSURE

MONITORING DEVICE IS PHOENIX CONTROLS APM II, OR EQUAL.

L. WORKSITE CLOTHING AND CLEANING:

a. CONTRACTOR PERSONNEL CLOTHING SHALL BE FREE OF LOOSE SOIL AND DEBRIS BEFORE

ENTERING OR 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 PHASED CONSTRUCTION AREA. IF

PROTECTIVE APPAREL IS UTILIZED, THE CONTRACTOR SHALL CONSTRUCT A SPACE AS AN

ANTEROOM FOR CHANGING CLOTHING AND STORING EQUIPMENT.

b. ALL EQUIPMENT, TOOLS, CARS, MATERIALS, ETC. TRANSPORTED THROUGH NORMALLY OCCUPIED

AREAS SHALL BE MADE FREE FROM DUST AND MOISTURE BY VACUUMING AND WET MOPPING

BEFORE THEIR REMOVAL FROM THE CONSTRUCTION ZONE OR WORK AREA.

c. THE CONSTRUCTION ZONE MUST BE MAINTAINED IN A CLEAN MANNER BY CONTRACTORS. SWEEP OR HEPA-VACUUM CONSTRUCTION AREA DAILY - OR MORE FREQUENTLY AS NEEDED TO MINIMIZE

DUST. ADJACENT AREAS IMPACTED BY CONSTRUCTION SHOULD BE DAMP MOPPED DAILY OR

MORE FREQUENTLY AS NEEDED. WALK-OFF MATS WITH TACKY OR ADHESIVE SURFACES SHOULD

BE UTILIZED TO MINIMIZE TRACKING OF DIRT AND DUST FROM CONSTRUCTION AREAS.

GENERAL ICRA NOTES

A. BUILDING 1 IS FULLY SPRINKLERED WITH AN AUTOMATIC WET PIPE FIRE PROTECTION

SYSTEM.CONTRACTOR TO ASSUME UP TO 10% OF THE SPRINKLER HEADS ON EACH FLOOR IN THE SCOPE OF THIS PROJECT WITHIN THE AREA(S) OF WORK SHOWN WILL BE REMOVED AND REPLACED TO AVOID CONFLICT WITH NEW CEILING GRID. NEW FIRE SPRINKLER PIPING SHALL BE PROVIDED AS

NECESSARY FOR SERVICE TO NEW SPRINKLER HEADS.

B. DESIGN, INSTALLATION, AND TESTING SHALL MEET THE REQUIREMENTS OF NFPA 13 LATEST EDITION, VA FIRE PROTECTION MANUAL, AND ALL STATE AND LOCAL CODES.

C. REFER TO SPECIFICATION 21 13 13 FOR SPRINKLER HEAD AND PIPING REQUIREMENTS.

D. FURNISH PIPING OFFSETS, FITTINGS, AND ANY OTHER ACCESSORIES AS REQUIRED TO PROVIDE A

COMPLETE INSTALLATION AND TO ELIMINATEINTERFERENCE WITH OTHER CONSTRUCTION.

E. REFER TO ARCHITECTURAL DRAWINGS FOR REFLECTED CEILING PLANS, SMOKE PARTITIONS, AND CONSTRUCTION. COORDINATE SPRINKLER LOCATIONS WITH ALL CEILING DEVICES. ADHERE TO ALL

HAZARD CLASSIFICATIONS SHOWN.

F. SPRINKLERS SHALL BE QUICK RESPONSE CHROME PLATED RECESSED PENDANT TYPE EXCEPT

AREAS NOTED ON PLANS TO HAVE ANTI-LIGATURE SPRINKLERS.

G. PIPE SIZES SHALL BE DETERMINED BY HYDRAULIC CALCULATION.

H. EXISTING SPRINKLER SYSTEM AND ALL ASSOCIATED EQUIPMENT SHALL BE MAINTAINED FULLY

OPERATIONAL UNTIL THE NEW EQUIPMENT HAS BEEN TESTED AND ACCEPTED BY THE VA. THE

EXISTING SPRINKLER SYSTEM AND EQUIPMENT CAN BE TAKEN OUT OF SERVICE ONLY DURING

CONSTRUCTION PERIODS IN WHICH THE SPRINKLER SYSTEM IS BEING MODIFIED AND THE

CONTRACTOR IS AT THE WORK SITE. PRIOR TO LEAVING THE WORK SITE EACH DAY, THE

CONTRACTOR SHALL RESTORE THE SPRINKLER SYSTEM TO SERVICE. ALL AREAS OUTSIDE OF THE PROJECT CONSTRUCTION AREA SHALL HAVE THEIR EXISTING FIRE PROTECTION SPRINKLER SYSTEM

IN FULL SERVICE PRIOR TO LEAVING THE WORK SITE EACH DAY OR A FIRE WATCH SHALL BE

ESTABLISHED AT THE CONTRACTOR’S EXPENSE UNTIL THE SYSTEM IS RETURNED TO FULL

COVERAGE AND OPERATION. COORDINATE ALL NECESSARY SYSTEM SHUTDOWNS WITH VA COR

MINIMUM TWO WEEKS IN ADVANCE OF SHUTDOWN.

I. CONTRACTOR TO DETERMINE ASSOCIATED SPRINKLER ZONE BOUNDARIES IN AREAS OF WORK.

GENERAL FIRE PROTECTION NOTES

6X6-W1.4XW1.4 WWF

W/ 4" CONCRETE

.6C, CSV CONFORM

NON-COMPOSITE DECK

(ASTM A653)

/2

EXISTING SLAB & DECK

1/2" EPOXY ANCHOR

W/ 2-3/4" EMBED. @ 12" O.C.

(MIN. 2 ANCHORS EACH SIDE)

MAX. 16"

SEE PLAN

L4X3 (LLV)

/2

EX. 18X18" DUCT

PENETRATION TO REMAIN

E X

W

X

NEW DUCT PENETRATION

L4X4X1/4

L X

X

/4

L X

X

/4

L4X4X1/4

INFILL EXISTING OPENING

REFER TO SLAB INFILL DETAIL

3' - 1 1/2" 1' - 10"

E X

W

X

10"

1-SF501

1-SF501

/8

FG

INFILL EXISTING EXHAUST FAN PENETRATIONS

SEE SLAB INFILL DETAIL

REFER TO MECHANICAL FOR LOCATION

ROOF

3/16

EA. END

OPENING

1' - 10"

TIE BEAM TO DECK W/ 3/8" ANCHORS

(HILTI KH-EZ C OR EQUAL) W/ 2-1/2"

EMBED. @ 12" O.C.

EX. SLAB TIE BEAM TO DECK W/ 3/8" ANCHORS

(HILTI KH-EZ C OR EQUAL) W/ 2-1/2"

EMBED. @ 12" O.C.

(MIN. 3 PER SIDE)

OPENING

2' - 2"

EX. SLAB

(TYP.)

2 1/2"

1-SF501

Sim

1-SF501

Sim

EX. W12X19

EX. W12X19

NOTE:

1. PENETRATION LOCATION IS IN THE MENS LOCKER ROOM C324B. SEE

MECHANICAL DRAWINGS.

E X

W

X

L X

X

/4

L X

X

/4

L4X4X1/4

NEW DUCT PENETRATION

1' - 6" 6' - 5 11/16"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Cincinnati V.A.

Medical Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FULLY SPRINKLERED

C U s e rs

\c a rt e \D o c u m e n ts

\0

L o c a l R e v it F ile s \2

\F F

E C in c in n a ti

U p g ra d e

A H

U s

B c a rt e r.

d a n ie l0

.r v t

/4

/2

:0

:4

A

M

1-SF501

STRUCTURAL DETAILS

08/05/2021 PQ CD

CINCINNATI, OH

539-21-104CONSTRUCTION

DOCUMENTS

UPGRADE AIR HANDLER

UNITS

3/4" = 1'-0"

SLAB INFILL DETAIL

1/2" = 1'-0"

FOURTH FLOOR PENETRATIONS - PENTHOUSE

1/4" = 1'-0"

ROOF PENETRATIONS - 4TH FLOOR LEVEL

1/2" = 1'-0"

SECTION

1/2" = 1'-0"

SECTION

A. ALL READY MIXED CONCRETE SHALL CONFORM TO ASTM C94.

B. ALL CONCRETE SHALL DEVELOP THE COMPRESSIVE

STRENGTHS AT 28 DAYS (F`c) = 3000 psi UNLESS NOTED

OTHERWISE.

C. PROCEDURES FOR PLACEMENT OF CONCRETE SHALL BE IN

STRICT CONFORMANCE WITH ACI 304 "RECOMMENDED

PRACTICE FOR MEASURING, MIXING, TRANSPORTING, AND

PLACING CONCRETE".

D. ALL STRUCTURAL STEEL TO BE ASTM A36. ALL WIRE MESH

SHALL BE ASTM A1064.

G E N E R A L N O T E S

EMBED. EMBEDMENT

EX. EXISTING

SIM SIMILAR

V.I.F. VERIFY IN FIELD

ABBREVIATIONS

1/2" = 1'-0"

THIRD FLOOR PENETRATION - CORRIDOR

Revisions: Date:

CD SUBMITTAL 04/23/2021

DN

LMNOPQ

8a

Ma

NbPbQb

La

Mb Lb

1 1 2

TYP.

TYP

TYP

TYPTYP

TYP

MB-2-SECOND

FLOOR

739' - 11"

MB-3-THIRD

FLOOR

750' - 11"

P Q

MNOPQR

8a

Ma

NbPbQb

Mb

1/1-AD150

A/C Shaft

Stair 2

S*2*2

Equip Wash

A222B

Compressor Room

A222D

Equipment Storage and

Testing

A228A

Storage

A228B

Mech

A228C

Office

A230

LKRS.

A227A Shower

A227

TB/ MYC Lab

B210B Dir. Off.

B205 Off.

B207A Corridor

C*2*17

Off.

B207BOff.

B207C

Micro Reading

B208

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Cincinnati V.A.

Medical Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FULLY SPRINKLERED

C U s e rs

\c a rt e \D o c u m e n ts

\0

L o c a l R e v it F ile s \2

\F F

E C in c in n a ti

U p g ra d e

A H

U s

B c a rt e r.

d a n ie l0

.r v t

/4

/2

:0

:3

A

M

1-AD150

DEMOLITION ROOF PLAN

08/05/2021 PQ CD

CINCINNATI, OH

539-21-104CONSTRUCTION

DOCUMENTS

UPGRADE AIR HANDLER

UNITS

1/8" = 1'-0" B

THIRD FLOOR ROOF DEMOLITION PLAN

D R A W I N G N O T E S

1 REMOVE EXISTING ROOF CURB SHOWN AS HATCHED. COORDINATE REMOVAL WITH NEW WORK.

2 REMOVE EXISTING MECHANICAL EQUIPMENT SHOWN AS DASHED.

3 EXISTING MECHANICAL EQUIPMENT TO REMAIN.

4 REMOVE EXISTING CANT, FLASHING, AND COPING.

5 REMOVE EXISTING BUILT-UP BALLASTED ROOFING, FULL EXTENT OF ROOF SURFACE - REMOVE ALL ASSOCIATED

FLASHING, COPINGS, AND FASCIAS U.O.N.

6 REMOVE EXISTING GUARDRAIL SHOWN AS DASHED.

7 DEMOLISH AND PATCH SHEET METAL DOGHOUSE ADDITION

G E N E R A L N O T E S

1/4" = 1'-0"

AC SHAFT DEMOLITION ELEVATION

1/8" = 1'-0" A

SECOND FLOOR ROOF DEMOLITION PLAN

A. SEE MECHANICAL DEMOLITION PLANS FOR THE EXTENT OF EQUIPMENT BEING REMOVED.

B. MINIMUM ROOF SLOPE SHALL BE 1/8” = 1’-0” - MAINTAIN MINIMUM 3" OF INSULATION. MATCH

ELEVATION WHERE TYING INTO EXISTING.

C. THE ROOFING SYSTEM SHALL BE COMPLETELY WATERTIGHT AT THE END OF EACH DAY’S

CONSTRUCTION ACTIVITY. IF TEMPORARY ROOFING STRATEGIES ARE USED, MATERIALS INSTALLED

SHALL SERVE THE SAME FUNCTION AS EXISTING MATERIALS AND WILL BE COMPATIBLE WITH

EXISTING ROOF SYSTEM.

D. CONTRACTOR SHALL RELOCATE EXISTING SURFACE-MOUNTED LIGHTNING PROTECTION SYSTEM.

REINSTALL SYSTEM AT COMPLETION OF ROOF WORK IN EACH ROOF AREA. CONTRACTOR SHALL

RECERTIFY ENTIRE LIGHTNING PROTECTION SYSTEM AT CONCLUSION OF PROJECT.

E. SEE ASBESTOS ABATEMENT REPORT AND SPECIFICATIONS FOR ABATEMENT WORK.

F. EXISTING PLUMBING VENTS ARE NOT SHOWN ON ROOF PLAN BUT SHALL BE INCLUDED IN THE PROJECT BID AND COMPLETED ACCORDING TO DETAILS AND/OR ROOFING SYSTEM REQUIREMENTS.

G. MISCELLANEOUS CONDUITS THRU ROOF SLABS AT MECHANICAL UNITS ARE NOT SHOWN BUT SHALL

BE INCLUDED IN THE PROJECT BID AND COMPLETED ACCORDING TO DETAILS AND/OR ROOFING

SYSTEM REQUIREMENTS.

H. CONTRACTOR SHALL VERIFY EXTENT OF UNUSED CURBS IN PROJECT AT AREAS OF ROOF

REPLACEMENT. ALL UNUSED CURBS SHALL BE REMOVED. INFILL AT OPENING WITH NON-COMPOSITE

METAL DECKING OVER STEEL FRAMING. SEE STRUCTURAL DRAWINGS FOR DETAIL.

I. EXISTING FLASHING SHALL REMAIN UNLESS NOTED OTHERWISE. SEE DETAILS.

T

D

80" MH

LMNO

8a

16a

K

KbMaNb

LaMb Lb

10a

43 29

45 33

3546 34

14 9

56 55

12363738

T

78 90

Ante Room

A223

Equip Wash

A222B

Compressor Room

A222D

Equipment Storage and

Testing

A228A

Storage

A228B

Mech

A228C

Office

A230

Dressing Rm.

A227B

Office

A231

LKRS.

A227A Shower

A227

Elec.

A225B

Service Lobby

A225

Trash Chute

A225A

Lounge

A226

Training Room

A224

HAC

A225C

Office

A232

Ante

A235A

Dispatch Area

A236A

Clean Supplies

B201

F. Tlt.

B203A

M. Lkrs.

B202

Slide Stor.

B202AF. Lkrs.

B203

Dir. Off.

B205 Off.

B207A

Elec.

B206

Corridor

C*2*17

Off.

B207BOff.

B207C

Pathology Off.

B209

Micro Reading

B208

HAC

B204

Corridor

C*2*25

LMNO

8a

16a

K J

Kb

Kb

Ma

La

Mb Lb

16b

10a

1-A153

Ante Room

A223

Equip Wash

A222B

Compressor Room

A222D

Equipment Storage and

Testing

A228A

Storage

A228B

Mech

A228C

Office

A230

Dressing Rm.

A227B

Office

A231

LKRS.

A227A Shower

A227

Elec.

A225B

Service Lobby

A225

Trash Chute

A225A

Lounge

A226

Training Room

A224

HAC

A225C

Office

A232

Corridor

C*2*1

Ante

A235A

Dispatch Area

A236A

Clean Supplies

B201

F. Tlt.

B203A

Slide Stor.

B202A

F. Lkrs.

B203

Elec.

B206Pathology

Off.

B209

HAC

B204

Corridor

C*2*25

G E N E R A L N O T E S

A. ROOM TAGS AND SHELVING UNITS IN FULL TONE CONSTITUTE THE ROUGH AREA OF

SCOPE PER EACH PHASE.

B. REFER TO A141, A142, AND A143 FOR CEILING SCOPE ASSOCIATED WITH EACH PHASE.

C. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK

PER PHASE.

D. EXISTING STRUCTURE TO REMAIN UNLESS NOTED OTHERWISE.

E. SEE GENERAL ICRA NOTES ON SHEET GI001 FOR ICRA AND PHASING REQUIREMENTS.

F. SEE GENERAL FIRE PROTECTION NOTES ON SHEET GI001.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Cincinnati V.A.

Medical Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FULLY SPRINKLERED

C U s e rs

\c a rt e \D o c u m e n ts

\0

L o c a l R e v it F ile s \2

\F F

E C in c in n a ti

U p g ra d e

A H

U s

B c a rt e r.

d a n ie l0

.r v t

/4

/2

:5

:0

A

M

1-A102

LOGISTICS SUITE EXISTING

08/05/2021 PQ CD

CINCINNATI, OH

539-21-104CONSTRUCTION

DOCUMENTS

UPGRADE AIR HANDLER

UNITS

1/8" = 1'-0" B

SECOND FLOOR PLAN - LOGISTICS PLAN - EXISTING

1/8" = 1'-0"

A

SECOND FLOOR REFLECTED CEILING PLAN - LOGISTICS - EXISTING

N

KEYPLAN

LMNO

8a

16a

K

Kb

Ma

Nb

LaMb Lb

10a

T

66 68

62 61

95 101

929293

78 -- 91 90

86 87

44 35

45 33

46 31

47 29

48 27

49 25

38 37 36

14 9

16 8

19 6

23 5

Ante Room

A223

Equip Wash

A222B

Compressor Room

A222D

Equipment Storage and

Testing

A228A

Storage

A228B

Mech

A228C

Office

A230

Dressing Rm.

A227B

Office

A231

LKRS.

A227A

Shower

A227

Elec.

A225B

Service Lobby

A225

Trash Chute

A225A

Lounge

A226

Training Room

A224

HAC

A225C

Office

A232

Corridor

C*2*1

Ante

A235A

Dispatch Area

A236A

Clean Supplies

B201

F. Tlt.

B203A

M. Lkrs.

B202

Slide Stor.

B202AF. Lkrs.

B203

Dir. Off.

B205 Off.

B207A

Elec.

B206

Corridor

C*2*17

Off.

B207BOff.

B207C

Pathology Off.

B209

Micro Reading

B208

HAC

B204

Corridor

C*2*25

LMNO

8a

16a

K

KbMaNb

LaMb Lb

10a

43 29

45 33

3546 34

14 9

56 55

12363738

T

78 90

Ante Room

A223

Equip Wash

A222B

Compressor Room

A222D

Equipment Storage and

Testing

A228A

Storage

A228B

Mech

A228C

Office

A230

Dressing Rm.

A227B

Office

A231

LKRS.

A227A Shower

A227

Elec.

A225B

Service Lobby

A225

Trash Chute

A225A

Lounge

A226

Training Room

A224

HAC

A225C

Office

A232

Ante

A235A

Dispatch Area

A236A

Clean Supplies

B201

F. Tlt.

B203A

M. Lkrs.

B202

Slide Stor.

B202A

F. Lkrs.

B203

Dir. Off.

B205 Off.

B207A

Elec.

B206

Corridor

C*2*17

Off.

B207BOff.

B207C

Pathology Off.

B209

Micro Reading

B208

HAC

B204

Corridor

C*2*25

Storage

A228B

G E N E R A L N O T E S

A. ROOM TAGS AND SHELVING UNITS IN FULL TONE CONSTITUTE THE ROUGH AREA OF

SCOPE PER EACH PHASE.

B. REFER TO A141, A142, AND A143 FOR CEILING SCOPE ASSOCIATED WITH EACH PHASE.

C. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK

PER PHASE.

D. EXISTING STRUCTURE TO REMAIN UNLESS NOTED OTHERWISE.

E. SEE GENERAL ICRA NOTES ON SHEET GI001 FOR ICRA AND PHASING REQUIREMENTS.

F. SEE GENERAL FIRE PROTECTION NOTES ON SHEET GI001.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Cincinnati V.A.

Medical Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FULLY SPRINKLERED

C U s e rs

\c a rt e \D o c u m e n ts

\0

L o c a l R e v it F ile s \2

\F F

E C in c in n a ti

U p g ra d e

A H

U s

B c a rt e r.

d a n ie l0

.r v t

/4

/2

:5

:1

A

M

1-A102a

LOGISTICS PHASE 1

08/05/2021 PQ CD

CINCINNATI, OH

539-21-104CONSTRUCTION

DOCUMENTS

UPGRADE AIR HANDLER

UNITS

1/8" = 1'-0" B

SECOND FLOOR PLAN - LOGISTICS - PHASE 1 NEW WORK

1/8" = 1'-0"

A

SECOND FLOOR PLAN - LOGISTICS - EXISTING & DEMOLITION

D R A W I N G N O T E S

1 PHASE 1: RELOCATE SHELVING FROM WITHIN ROOM TO ADJACENT SPACES AS NOTED FOR DURATION OF WORK IN

ROOM.

2 PHASE 1: TEMPORARY CONSTRUCTION WALL - WALL CONSISTS OF 3 5/8" NON-STRUCTURAL METAL FRAMING TO

UNDERSIDE OF EXISTING BULKHEAD - FINISH WITH ONE LAYER OF 5/8" TYPE X GYPSUM BOARD, EACH SIDE - SEAL AT

ALL ADJACENT CONSTRUCTION.

3 PROVIDE ICRA BARRIER ACCORDING TO SAFETY SPECIFICATION FOR ICRA LEVEL 4 - PROTECT SURROUNDING SHELVING

AS NECESSARY FOR COMPLETION OF WORK. COORDINATE INSTALLATION WITH NEW WORK.

4 REMOVE PORTION OF CMU WALL SHOWN AS DASHED FOR INSTALLATION OF NEW WALL GRILLE - REFER TO MECHANICAL

AND STRUCTURAL DRAWINGS FOR LOCATIONS AND SIZE OF OPENING.

5 EXISTING MECHANICAL - SEE MECHANICAL DRAWINGS.

6 REMOVE EXISTING DOOR AND FRAME SHOWN AS DASHED.

7 REMOVE EXISTING PARTITION SHOWN AS DASHED, FULL HEIGHT.

N

LMNO

8a

16a

K

Kb

Ma

Nb

La

Mb Lb

10a

T53

104 106 dne dne

91--

52 51

40 38 37 36

44 35

45 33

46 31

47 29

48 27

49 25

14 9

18 7

19 6

23 5

Storage

A228B

Clean Supplies

B201

Dispatch Area

A236A

Off.

B207B

Off.

B207C

Corridor

C*2*17

Mech

A228C

Equipment Storage and

Testing

A228A

Office

A230

Office

A232

Office

A231

Shower

A227

LKRS.

A227A

Storage

A228B

Micro Reading

B208

Pathology Off.

B209

Off.

B207A

Dir. Off.

B205

Elec.

B206 F. Lkrs.

B203

Slide Stor.

B202A

M. Lkrs.

B202F. Tlt.

B203A

Ante Room

A223

Compressor Room

A222D

Equip Wash

A222B

G E N E R A L N O T E S

A. ROOM TAGS AND SHELVING UNITS IN FULL TONE CONSTITUTE THE ROUGH AREA OF

SCOPE PER EACH PHASE.

B. REFER TO A141, A142, AND A143 FOR CEILING SCOPE ASSOCIATED WITH EACH PHASE.

C. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK

PER PHASE.

D. EXISTING STRUCTURE TO REMAIN UNLESS NOTED OTHERWISE.

E. SEE GENERAL ICRA NOTES ON SHEET GI001 FOR ICRA AND PHASING REQUIREMENTS.

F. SEE GENERAL FIRE PROTECTION NOTES ON SHEET GI001.

LMNO

8a

16a

K

Kb

Ma

Nb

LaMb Lb

10a

T

66 68

62 61

95 101

929293

78 -- 91 90

86 87

44 35

45 33

46 31

47 29

48 27

49 25

38 37 36

14 9

16 8

19 6

23 5

Ante Room

A223

Equip Wash

A222B

Compressor Room

A222D

Equipment Storage and

Testing

A228A

Storage

A228B

Mech

A228C

Office

A230

Dressing Rm.

A227B

Office

A231

LKRS.

A227A

Shower

A227

Elec.

A225B

Service Lobby

A225

Trash Chute

A225A

Lounge

A226

Training Room

A224

HAC

A225C

Office

A232

Corridor

C*2*1

Ante

A235A

Dispatch Area

A236A

Clean Supplies

B201

F. Tlt.

B203A

M. Lkrs.

B202

Slide Stor.

B202AF. Lkrs.

B203

Dir. Off.

B205 Off.

B207A

Elec.

B206

Corridor

C*2*17

Off.

B207BOff.

B207C

Pathology Off.

B209

Micro Reading

B208

HAC

B204

Corridor

C*2*25

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Cincinnati V.A.

Medical Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FULLY SPRINKLERED

C U s e rs

\c a rt e \D o c u m e n ts

\0

L o c a l R e v it F ile s \2

\F F

E C in c in n a ti

U p g ra d e

A H

U s

B c a rt e r.

d a n ie l0

.r v t

/4

/2

:5

:3

A

M

1-A102b

LOGISTICS PHASE 2

08/05/2021 PQ CD

CINCINNATI, OH

539-21-104CONSTRUCTION

DOCUMENTS

UPGRADE AIR HANDLER

UNITS

1/8" = 1'-0" B

SECOND FLOOR PLAN - LOGISTICS PLAN - PHASE 2 NEW WORK

D R A W I N G N O T E S

1 PHASE 2: SHELVING TO BE RELOCATED BY VA PRIOR TO BEGINNING OF NEW WORK.

2 PHASE 2: TEMPORARY WALL TO REMAIN THROUGH ENTIRE PHASE.

N

KEYPLAN

1/8" = 1'-0" A

SECOND FLOOR PLAN - LOGISTICS PLAN - BEFORE PHASE 2

T

LMNO

8a

16a

K

Kb

Ma

Nb

LaMb Lb

10a

45 33

46 31

47 29

48 27

363738

T53

104 105

DNE

94 96

92929376

78 # 91 90

86 87

Ante Room

A223

Equip Wash

A222B

Compressor Room

A222D

Equipment Storage and

Testing

A228A

Storage

A228B

Mech

A228C

Office

A230

Dressing Rm.

A227B

Office

A231

LKRS.

A227A

Shower

A227

Elec.

A225B

Service Lobby

A225

Trash Chute

A225A

Lounge

A226

Training Room

A224

HAC

A225C

Office

A232

Ante

A235A

Dispatch Area

A236A

Clean Supplies

B201

F. Tlt.

B203A

M. Lkrs.

B202

Slide Stor.

B202A

F. Lkrs.

B203

Dir. Off.

B205 Off.

B207A

Elec.

B206

Corridor

C*2*17

Off.

B207BOff.

B207C

Pathology Off.

B209

Micro Reading

B208

HAC

B204

Corridor

C*2*25

Storage

A228B

G E N E R A L N O T E S

A. ROOM TAGS AND SHELVING UNITS IN FULL TONE CONSTITUTE THE ROUGH AREA OF

SCOPE PER EACH PHASE.

B. REFER TO A141, A142, AND A143 FOR CEILING SCOPE ASSOCIATED WITH EACH PHASE.

C. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK

PER PHASE.

D. EXISTING STRUCTURE TO REMAIN UNLESS NOTED OTHERWISE.

E. SEE GENERAL ICRA NOTES ON SHEET GI001 FOR ICRA AND PHASING REQUIREMENTS.

F. SEE GENERAL FIRE PROTECTION NOTES ON SHEET GI001.

LMNO

8a

16a

K

Kb

Ma

Nb

La

Mb Lb

10a

T53

104 106 dne dne

91--

52 51

40 38 37 36

44 35

45 33

46 31

47 29

48 27

49 25

14 9

18 7

19 6

23 5

Storage

A228B

Clean Supplies

B201

Dispatch Area

A236A

Off.

B207B

Off.

B207C

Corridor

C*2*17

Mech

A228C

Equipment Storage and

Testing

A228A

Office

A230

Office

A232

Office

A231

Shower

A227

LKRS.

A227A

Storage

A228B

Micro Reading

B208

Pathology Off.

B209

Off.

B207A

Dir. Off.

B205

Elec.

B206 F. Lkrs.

B203

Slide Stor.

B202A

M. Lkrs.

B202F. Tlt.

B203A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Cincinnati V.A.

Medical Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FULLY SPRINKLERED

C U s e rs

\c a rt e \D o c u m e n ts

\0

L o c a l R e v it F ile s \2

\F F

E C in c in n a ti

U p g ra d e

A H

U s

B c a rt e r.

d a n ie l0

.r v t

/4

/2

:5

:4

A

M

1-A102c

LOGISTICS PHASE 3

08/05/2021 PQ CD

CINCINNATI, OH

539-21-104CONSTRUCTION

DOCUMENTS

UPGRADE AIR HANDLER

UNITS

1/8" = 1'-0" B

SECOND FLOOR PLAN - LOGISTICS PLAN - PHASE 3 NEW WORK

N

KEYPLAN

1/8" = 1'-0" A

SECOND FLOOR PLAN - LOGISTICS PLAN - BEFORE PHASE 3

D R A W I N G N O T E S

1 PHASE 3: SHELVING TO BE RELOCATED BY VA PRIOR TO BEGINNING OF NEW WORK.

2 PHASE 3: TEMPORARY WALL TO BE DEMOLISHED BEFORE ADJACENT SHELVING IS REPLACED AND BEFORE

BEGINNING OF PHASE 3 WORK.

T

T

T

T

T

T

LMNOPQ

8a

16a

K

KbMaNbPbQb

LaMb Lb

10a

Canteen Dining

A130

7' - 4"

8' - 8"

8' - 1"

Food Service

A128

7' - 4"

CLR

1' - 8"

C L R

Stockroom

B101A

G E N E R A L C E I L I N G N O T E S

A. ROOM TAGS AND CEILING HATCHES IN FULL TONE CONSTITUTE THE ROUGH AREA OF SCOPE

PER EACH PHASE.

B. REFER TO 1-A102, 1-A102a, 1-A102b, AND 1-A102c FOR ASSOCIATED NEW WORK.

C. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK PER

PHASE.

D. REFER TO GI001 FOR FIRE PROTETION GENERAL NOTES.

E. CONTRACTOR SHALL SUPPORT EXISTING CEILING-MOUNTED FIXURES AND DEVICES DURING

DEMOLITION AND REINSTALL AFTER INSTALLATION OF THE NEW CEILING. PROTECT DURING ALL

PHASES OF CONSTRUCTION.

F. ALL DIMENSIONS ARE PLUS-OR-MINUS (+/-). HEIGHTS SHOWN ON REFLECTED CEILING PLANS

ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO REMOVAL

OF CEILINGS. NEW CEILING GRIDS SHALL BE INSTALLED AT EXISTING LOCATION AND HEIGHTS.

G. BUILDING 1 IS FULLY SPRINKLERED WITH AN AUTOMATIC WET PIPE FIRE PROTECTION SYSTEM.

CONTRACTOR SHALL PRESUME UP TO 5% OF THE SPRINKLER HEADS ON EACH FLOOR IN THE

SCOPE OF THIS PROJECT WITHIN THE AREA(S) OF WORK SHOWN WILL BE REMOVED AND

REPLACED TO AVOID CONFLICT WITH NEW CEILING GRID. NEW FIRE SPRINKLER PIPING SHALL BE PROVIDED AS NECESSARY FOR SERVICE TO NEW SPRINKLER HEADS. DESIGN, INSTALLATION, AND TESTING SHALL MEET THE REQUIREMENTS OF NFPA 13 LATEST EDITION, VA FIRE

PROTECTION MANUAL, AND ALL STATE AND LOCAL CODES.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Cincinnati V.A.

Medical Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FULLY SPRINKLERED

C U s e rs

\c a rt e \D o c u m e n ts

\0

L o c a l R e v it F ile s \2

\F F

E C in c in n a ti

U p g ra d e

A H

U s

B c a rt e r.

d a n ie l0

.r v t

/4

/2

:5

:5

A

M

1-A141

REFLECTED CEILING PLANS -

FIRST FLOOR

08/05/2021 PQ CD

CINCINNATI, OH

539-21-104CONSTRUCTION

DOCUMENTS

UPGRADE AIR HANDLER

UNITS

D R A W I N G N O T E S

1 REMOVE EXISTING ACOUSTICAL CEILING GRID AND TILES. INSTALL NEW 24" X 24" ACOUSTICAL TILE CEILING AT

HEIGHT OF PREVIOUS LOCATION.

2 NEW CHASE - 5/8" TYPE X GYPSUM BOARD ON 3-5/8" COLD FORM STEEL WITH FRAMING TO MINIMUM 6" ABOVE FINISHED CEILING. PAINT NEW WALLS AND EXISTING ADJACENT TO MATCH EXISTING ADJACENT WALLS IN FINISH AND COLOR. INSTALL VA-STOCK RUBBER BASE TO MATCH EXISTING ADJACENT BASE (VC) . ADJUST CEILING GRID TO

ACCOMMODATE NEW CHASE.

3 REMOVE EXISTING GYPSUM BOARD CEILING AND REPLACE WITH NEW GYPSUM BOARD CEILING - MATCH EXISTING

CEILING HEIGHT.

N

KEYPLAN

1/8" = 1'-0" A

REFLECTED CEILING PLAN - FIRST FLOOR

ABCDEFGH

Hb Fb Eb

Da 9.2-S 10.8-S11-S 12-S12.2-S9-S

Q.2-S

Q -S

P.2-S

11.9-S 13-S 15.9-S 17-S 17.3-S 23-S22.2 22.422.5

22.6

22.322.1222.13

22.14 10.6

22.15

22.16

22.17

22.18

22.19

22.20

22.21

22.22

Off.

C237

8' - 0"

Prep Mon

C216K

Cardiac Cath Lab

C216

Storage

C235

HAC

C234

Reading

C202

Work Rm.

C203

CAT Scan Room

C204

Gamma Camera

C205

Uptake Prep Bay

C204A

Uptake Area

C204B

Uptake Prep Room

C204C

PET/CT

Scanner

C204D

Echo Rm

C250

Cath Lab

C216O

Stor.

C216P

I.V. Prep Rm.

C207

Elec.

C209

Control Room

C204E

Tlt.

C204F Tele.

C208

Reading Rm.

C250A

Gamma Camera

C210 Hot Lab

C212

Stor.

C213 Grieve/

Consult.

A293

Corridor

C*2*24

Off.

B234D

Cancer Registry

B234E

Chief

B234F

Off.

B234G

Prep Rm.

C214

Control

C215

Tlt.

C217

Waiting

C218 Stair 6

S*2*6

Tele.

C220

Stor.

C221

Elec.

C222

Lockers

C223

Lab Lounge

C224

Hemo Stor.

C225

Mech.

C226

Storage

C232

HAC

C239

Off.

C241

Off.

C242

Off.

C243

Off.

C244

Stor.

C245

Exam

C246

EKG Rm.

C247 Tlt.

C248

Scope Wash

C216A

Soil Ut.

C216B

Clean Linen

C216C

Observ.

C216D

Transfer

C216E

Radiology Spec Rm.

C216F

Scrub Area

C216G

Cath Lab

C216H

Equip

C216J Sterile Supply

C216L

Vestibule

C216M

Bone Density Lab

C211

Tlt.

C216Q

Tlt.

C214A

CT Scanner

C214B

Office

B235B

Closet

C216R

Mechanical

C232A

Break Rm.

C238

Off.

C240

22222

2 2

28' - 0"

8' - 0"

8' - 0"8' - 0"8' - 0"8' - 0"

8' - 0"

8' - 0"8' - 0"

9' - 0" 9' - 0"

8' - 0"

8' - 0"

28' - 0"

G E N E R A L C E I L I N G N O T E S

A. ROOM TAGS AND CEILING HATCHES IN FULL TONE CONSTITUTE THE ROUGH AREA OF SCOPE

PER EACH PHASE.

B. REFER TO 1-A102, 1-A102a, 1-A102b, AND 1-A102c FOR ASSOCIATED NEW WORK.

C. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK PER

PHASE.

D. REFER TO GI001 FOR FIRE PROTETION GENERAL NOTES.

E. CONTRACTOR SHALL SUPPORT EXISTING CEILING-MOUNTED FIXURES AND DEVICES DURING

DEMOLITION AND REINSTALL AFTER INSTALLATION OF THE NEW CEILING. PROTECT DURING ALL

PHASES OF CONSTRUCTION.

F. ALL DIMENSIONS ARE PLUS-OR-MINUS (+/-). HEIGHTS SHOWN ON REFLECTED CEILING PLANS

ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO REMOVAL

OF CEILINGS. NEW CEILING GRIDS SHALL BE INSTALLED AT EXISTING LOCATION AND HEIGHTS.

G. BUILDING 1 IS FULLY SPRINKLERED WITH AN AUTOMATIC WET PIPE FIRE PROTECTION SYSTEM.

CONTRACTOR SHALL PRESUME UP TO 5% OF THE SPRINKLER HEADS ON EACH FLOOR IN THE

SCOPE OF THIS PROJECT WITHIN THE AREA(S) OF WORK SHOWN WILL BE REMOVED AND

REPLACED TO AVOID CONFLICT WITH NEW CEILING GRID. NEW FIRE SPRINKLER PIPING SHALL BE PROVIDED AS NECESSARY FOR SERVICE TO NEW SPRINKLER HEADS. DESIGN, INSTALLATION, AND TESTING SHALL MEET THE REQUIREMENTS OF NFPA 13 LATEST EDITION, VA FIRE

PROTECTION MANUAL, AND ALL STATE AND LOCAL CODES.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Cincinnati V.A.

Medical Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FULLY SPRINKLERED

C U s e rs

\c a rt e \D o c u m e n ts

\0

L o c a l R e v it F ile s \2

\F F

E C in c in n a ti

U p g ra d e

A H

U s

B c a rt e r.

d a n ie l0

.r v t

/4

/2

:5

:0

A

M

1-A142

REFLECTED CEILING PLANS -

SECOND FLOOR

08/05/2021 PQ CD

CINCINNATI, OH

539-21-104CONSTRUCTION

DOCUMENTS

UPGRADE AIR HANDLER

UNITS

1/8" = 1'-0" A

REFLECTED CEILING PLAN - SECOND FLOOR

D R A W I N G N O T E S

1 REMOVE GYPSUM BOARD/PLASTER CEILING AND REPLACE WITH NEW ACOUSTICAL CEILING GRID AND TILES - MATCH

EXISTING CEILING HEIGHT.

2 REMOVE EXISTING ACOUSTICAL CEILING GRID AND TILES. INSTALL NEW 24" X 24" ACOUSTICAL TILE CEILING AT HEIGHT

OF PREVIOUS LOCATION.

N

D

80" MH

LMNO

8a

16a

K J

KbMa

LaMb Lb

10a

Ante Room

A223

Equip Wash

A222B

Compressor Room

A222D

Equipment Storage and

Testing

A228A

Storage

A228B

Mech

A228C

Office

A230

Dressing Rm.

A227B

Office

A231

LKRS.

A227A Shower

A227

Elec.

A225B

Service Lobby

A225

Trash Chute

A225A

Lounge

A226

Training Room

A224

HAC

A225C

Office

A232

Corridor

C*2*1

Ante

A235A

Dispatch Area

A236A

Clean Supplies

B201

F. Tlt.

B203A

Slide Stor.

B202AF. Lkrs.

B203

HAC

B204

Corridor

C*2*25

7' - 8"

LMNO

8a

16a

K J

KbMa

LaMb Lb

10a

Ante Room

A223

Equip Wash

A222B

Compressor Room

A222D

Equipment Storage and

Testing

A228A

Storage

A228B

Mech

A228C

Office

A230

Dressing Rm.

A227B

Office

A231

LKRS.

A227A Shower

A227

Elec.

A225B

Service Lobby

A225

Trash Chute

A225A

Lounge

A226

Training Room

A224

HAC

A225C

Office

A232

Corridor

C*2*1

Ante

A235A

Dispatch Area

A236A

Clean Supplies

B201

F. Tlt.

B203A

Slide Stor.

B202AF. Lkrs.

B203

HAC

B204

Corridor

C*2*25

7' - 8"

G E N E R A L C E I L I N G N O T E S

A. ROOM TAGS AND CEILING HATCHES IN FULL TONE CONSTITUTE THE ROUGH AREA OF SCOPE

PER EACH PHASE.

B. REFER TO 1-A102, 1-A102a, 1-A102b, AND 1-A102c FOR ASSOCIATED NEW WORK.

C. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK PER

PHASE.

D. REFER TO GI001 FOR FIRE PROTETION GENERAL NOTES.

E. CONTRACTOR SHALL SUPPORT EXISTING CEILING-MOUNTED FIXURES AND DEVICES DURING

DEMOLITION AND REINSTALL AFTER INSTALLATION OF THE NEW CEILING. PROTECT DURING ALL

PHASES OF CONSTRUCTION.

F. ALL DIMENSIONS ARE PLUS-OR-MINUS (+/-). HEIGHTS SHOWN ON REFLECTED CEILING PLANS

ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO REMOVAL

OF CEILINGS. NEW CEILING GRIDS SHALL BE INSTALLED AT EXISTING LOCATION AND HEIGHTS.

G. BUILDING 1 IS FULLY SPRINKLERED WITH AN AUTOMATIC WET PIPE FIRE PROTECTION SYSTEM.

CONTRACTOR SHALL PRESUME UP TO 5% OF THE SPRINKLER HEADS ON EACH FLOOR IN THE

SCOPE OF THIS PROJECT WITHIN THE AREA(S) OF WORK SHOWN WILL BE REMOVED AND

REPLACED TO AVOID CONFLICT WITH NEW CEILING GRID. NEW FIRE SPRINKLER PIPING SHALL BE PROVIDED AS NECESSARY FOR SERVICE TO NEW SPRINKLER HEADS. DESIGN, INSTALLATION, AND TESTING SHALL MEET THE REQUIREMENTS OF NFPA 13 LATEST EDITION, VA FIRE

PROTECTION MANUAL, AND ALL STATE AND LOCAL CODES.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Cincinnati V.A.

Medical Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FULLY SPRINKLERED

C U s e rs

\c a rt e \D o c u m e n ts

\0

L o c a l R e v it F ile s \2

\F F

E C in c in n a ti

U p g ra d e

A H

U s

B c a rt e r.

d a n ie l0

.r v t

/4

/2

:5

:1

A

M

1-A142a

LOGISTICS SUITE REFLECTED

CEILING PLAN - PHASE 1

08/05/2021 PQ CD

CINCINNATI, OH

539-21-104CONSTRUCTION

DOCUMENTS

UPGRADE AIR HANDLER

UNITS

1/8" = 1'-0" B

SECOND FLOOR REFLECTED CEILING PLAN - LOGISTICS - PHASE 1

1/8" = 1'-0"

A

SECOND FLOOR REFLECTED CEILING PLAN - LOGISTICS - PHASE 1 DEMO

D R A W I N G N O T E S

1 REMOVE EXISTING GYP CEILING INCLUDING ASSOCIATED SUPPORT UP TO STRUCTURE. PATCH AND REPAIR

ADJACENT WALLS AS NECESSARY FOR INSTALLATION OF NEW CEILING.

2 REMOVE EXISTING BULKHEAD BACK TO STRUCTURE. PATCH AND REPAIR ADJACENT WALLS AS NECESSARY FOR

INSTALLATION OF NEW CEILING.

3 REMOVE EXISTING ACOUSTICAL CEILING GRID AND TILES.

4 PHASE 1: TEMPORARY CONSTRUCTION WALL - WALL CONSISTS OF 3 5/8" NON-STRUCTURAL METAL FRAMING TO

UNDERSIDE OF EXISTING BULKHEAD - FINISH WITH ONE LAYER OF 5/8" TYPE X GYPSUM BOARD, EACH SIDE - SEAL AT

ALL ADJACENT CONSTRUCTION.

5 NEW 24" X 24" ACCOUSTIC CEILING TILE AND GRID AT HEIGHT OF PREVIOUS CEILING.

6 PROVIDE ICRA BARRIER ACCORDING TO SAFETY SPECIFICATION FOR ICRA LEVEL 4 - PROTECT SURROUNDING

SHELVING AS NECESSARY FOR COMPLETION OF WORK. COORDINATE INSTALLATION WITH NEW WORK.

7 REMOVE PORTION OF CMU WALL SHOWN AS DASHED FOR INSTALLATION OF NEW WALL GRILLE - REFER TO

MECHANICAL AND STRUCTURAL DRAWINGS FOR LOCATIONS AND SIZE OF OPENING.

8 PATCH AND REPAIR GYPSUM BOARD SOFFIT BULKHEAD IN COORDINATION WITH MECHANICAL VENT REMOVAL -

FINISH AND PAINT WALL TO MATCH ADJACENT WALL.

N

LMNO

8a

16a

K J

Kb

Kb

Ma

La

Mb Lb

10a

Ante Room

A223

Equip Wash

A222B

Compressor Room

A222D

Equipment Storage and

Testing

A228A

Storage

A228B

Mech

A228C

Office

A230

Dressing Rm.

A227B

Office

A231

LKRS.

A227A Shower

A227

Elec.

A225B

Service Lobby

A225

Trash Chute

A225A

Lounge

A226

Training Room

A224

HAC

A225C

Office

A232

Corridor

C*2*1

Ante

A235A

Dispatch Area

A236A

Clean Supplies

B201

F. Tlt.

B20…