01-AE103b.pdf

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1. ALL WORK SHOWN IS EXISTING TO REMAIN UNLESS NOTED OR INDICATED AS DASHED LINES

TO BE REMOVED.

2. THE EXTENT OF DEMOLITION WORK SHALL INCLUDE ALL INCIDENTAL DEMOLITION WORK

NECESSARY TO PROPERLY PROVIDE ALL NEW WORK SHOWN AND SPECIFIED, TO INCLUDE

MECHANICAL, ELECTRICAL, & PLUMBING ITEMS.

3. DEMOLITION WORK SHOWN IS BASED ON EXISTING DRAWINGS AND INSPECTIONS. THE

CONTRACTOR SHALL VISUALLY INSPECT ALL EXISTING CONDITIONS, AND IS RESPONSIBLE

FOR PERFORMING THE INDICATED DEMOLITION WORK EVEN IF ACTUAL CONDITIONS DIFFER

FROM THESE SHOWN ON THE DRAWINGS.

4. DEMOLITION CONTRACTOR SHALL COORDINATE WITH NEW WORK SECTIONS FOR

ADDITIONAL INFORMATION RELATED TO EXTENT OF DEMOLITION.

5. REFER TO ALL OTHER DRAWINGS IN THIS SET FOR INCIDENTAL DEMOLITION WORK NOT

NOTED ON THE DEMOLITION PLANS.

6. THE OWNER HAS FIRST RIGHT OF REFUSAL OF ALL SALVAGE ITEMS. THE CONTRACTOR

SHALL PROPERLY DISPOSE OF ALL CONSTRUCTION DEBRIS. DO NOT STOCKPILE DEBRIS ON

SITE.

7. ITEMS TO BE DEMOLISHED SHALL BE REMOVED COMPLETELY INCLUDING ALL ANCHORS,

HANGERS, FASTENERS, PIPES, CONDUCTS, DUCTS, ETC. UNLESS OTHERWISE INDICATED TO

BE ABANDONED IN PLACE.

8. CONC. SLAB PATCHES MUST BE FLUSHED WITH REMAINING SURFACES TO PERMIT

APPLICATION OF FINISHES. PROVIDE WELDED WIRE MESH IN PATCH AREAS LARGER THAN

(4) FOUR SQUARE FEET.

9. CONC. SLABS TO REMAIN SHALL BE PATCHED, SCRAPED, LEVELED, AD CLEANED TO

PROVIDE SURFACE SUITABLE FOR NEW FINISHES. WHERE RENOVATED AREAS ARE

RECEIVING NEW UNDERGROUND MECHANICAL, PLUMBING, ELECTRICAL, OR ADDITIONAL

FOUNDATION WORK, SEE MECHANICAL, PLUMBING, ELECTRIC, AND STRUCTURAL

DRAWINGS, AS WELL AS ARCHITECTURAL DRAWINGS TO DETERMINE EXTENT OF REQUIRED

CUT AND PATCH OF EXISTING SLAB. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL

CONC. SLAB DEMOLITION AND REPLACEMENT NECESSARY TO INSTALL THE NEW WORK.

BACKFILL ALL BELOW GRADE DEMOLITION WORK WITH SUITABLE FILL MEETING

STRUCTURAL REQUIREMENTS FOR NEW WORK.

GENERAL DEMOLITION NOTES

10. PARTITIONS SHOWN TO BE REMOVED SHALL BE CONFIRMED BY THE CONTRACTOR AS TO

TYPE OF PARTITION AND EXACT LOCATION. COMPLETELY REMOVE PARTITIONS FROM

FLOOR TO STRUCTURE ABOVE INCLUDING BASE, ALL FASTENERS, GROUTS, SEAL ANTS,

ETC., UNLESS NOTED OTHERWISE. MASONRY PARTITIONS WHICH EXTEND THROUGH THE

SLAB SHALL BE REMOVED TO 8" BELOW FINISH FLOOR. FILL SLAB OPENING WITH

CONCRETE FILL TO RECEIVE FINISH FLOOR. WHERE WALLS SCHEDULED TO BE REMOVED

SIT ON SLABS, GRIND SLAB TO RECEIVE FINISH FLOOR.

11. REMOVE, PATCH AND REPAIR PORTIONS OF WALL PARTITIONS WHICH CONFLICT WITH NEW

WORK TO BE INSTALLED, EVEN IF NOT SPECIFICALLY NOTED TO BE DEMOLISHED ON PLANS.

12. CONTRACTOR TO VERIFY PARTITION CONSTRUCTION MEETS FIRE RATING REQUIREMENTS.

IF EXISTING PARTITIONS DO NOT MEET FIRE RATING. THE PARTITION SHALL BE DEMOLISHED

AND THEN CONSTRUCTED TO MEET FIRE RATING CONSTRUCTION.

13. WALLS TO BE REMOVED FROM INTERSECTING WALLS SHALL INCLUDE TOOTHED IN

REPLACEMENT OF DAMAGED MASONRY ON WALL TO REMAIN AND REMOVAL OF TIES

PROJECTING FROM WALLS. SEE DETAILS FOR ADDITIONAL CONDITIONS.

14. WALLS TO BE PARTIALLY REMOVED SHALL BE TERMINATED WITH FINISHED MASONRY ENDS

BY TOOTHING IN NEW MASONRY UNITS, TO MATCH ADJACENT MASONRY. SEE DETAILS FOR

OTHER CONDITIONS. NO WALLS SHALL BE TERMINATED WITH EXPOSED OPEN CELLS OR

DAMAGED MASONRY UNITS.

15. WHERE NEW OPENINGS ARE SHOWN IN EXISTING WALLS, CAREFULLY REMOVE MASONRY

TO NEAREST JOINT LINE WITHOUT DISTURBING ADJACENT WORK SO THAT NEW WORK CAN

BE PATCHED IN TO MATCH. ALL NEW MASONRY WORK SHALL BE TOOTHED IN.

16. ALL EXISTING STRUCTURE SHALL REMAIN, UNLESS NOTED OTHERWISE.

17. COORDINATE DEMOLITION OF ALL STRUCTURAL ITEMS (COLUMNS, BEAMS, SLABS, ET, ETC.)

WITH STRUCTURAL DWGS. EXTENT OF DEMOLITION AREA SHALL BE IN ACCORDANCE WITH

STRUCTURAL REQUIREMENTS AND COORDINATED WITH ALL NEW WORK.

18. TEMPORARILY SUPPORT ALL BEAMS, LINTELS, PORTIONS OF WALLS ETC., TO BE DISTURBED

BY DEMOLITION WORK, UNTIL THEY ARE RE-SUPPORTED BY NEW WORK.

19. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF EXISTING BUILDING

ELEMENTS TO REMAIN THROUGHOUT SEQUENCE OF WORK. ANY DAMAGE TO EXISTING BUILDING

CONDITIONS SHOWN TO REMAIN SHALL BE RESTORED TO NEW WORK CONDITION AT NO

ADDITIONAL COST TO THE OWNER.

20. WINDOWS SCHEDULED FOR REMOVAL SHALL BE REMOVED COMPLETELY. FASTENERS MAY BE

CUT FLUSH WITH HEAD, JAMBS, AND SILLS IF THE NEW WINDOW UNIT WILL CONCEAL FASTENER.

PROTECT EXISTING SILLS SCHEDULED TO REMAIN. ALL EXISTING WINDOW OPENINGS MUST BE

FIELD MEASURED PRIOR TO SUBMITTAL OF SHOP DRAWINGS.

21. WERE FINISHES ARE INDICATED TO BE REMOVED, REMOVAL SHALL INCLUDE ANY GROUT,

ADHESIVES, FASTENERS, AND ALL OTHER ITEMS USED TO ATTACH THE FINISHES TO THE

SURFACES THAT THEY COVER.

22. ANY FLOOR AREAS DAMAGED BY THE DEMOLITION CONTRACTOR SHALL BE PATCHED TO MATCH

EXISTING.

23. WHERE CEILINGS ARE TO BE REMOVED, REMOVE ALL CEILINGS SYSTEMS COMPLETE INCLUDING GRID, TRIM HANGER, CLIPS, ETC. WHERE NEW CEILINGS ARE SPECIFIED, NO DOUBLE CEILINGS

PERMITTED. REMOVE ALL ORIGINAL CONCEALED CEILINGS WHERE ENCOUNTERED.

24. ALL EXISTING SURFACES TO REMAIN SHALL BE PROTECTED, PATCHED IF DAMAGED AND CLEANED

PRIOR TO APPLICATION OF FINISHES.

25. CONTRACTOR TO PROTECT ALL EQUIPMENT AND OTHER ELEMENTS IN AREA OF NEW OR

DEMOLITION WORK.

26. REMOVE ALL CURTAINS AND BLINDS IN AREAS OF RENOVATION OR DEMOLITION, UNLESS NOTED

OTHERWISE.

27. REMOVE MECHANICAL, ELECTRICAL AND PLUMBING ITEMS AS NOTED ON MECHANICAL,

ELECTRICAL AND PLUMBING PLANS. COORDINATE WITH CIVIL, STRUCTURAL, MECHANICAL,

ELECTRICAL, AND PLUMBING, FOR ADDITIONAL DEMOLITION NOTES. REMOVAL WORK IS INTENDED

TO INCLUDE ALL ASSOCIATED ITEMS SUCH AS ELECTRICAL OUTLETS, SWITCHES, CONDUITS,

CONTROLS, PIPING, MOUNTING BLOCKS, ETC., AS NOTED. THE CONTRACTOR SHALL REFER TO ALL CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND SPECIFICATIONS

FOR PROCEDURES CONCERNING RELATED TRADES IN AREAS WHICH REQUIRE DEMOLITION.

REPAIR AND PATCH ANY AREAS DAMAGED DURING REMOVAL WORK.

1. REFER TO SHEET AE300 FOR WALL TYPES AS REFERENCED ON PLANS WITH THE DIAMOND SYMBOL.

2. TYPICAL GYPSUM BOARDS/STUD WALL PARTITION TO BE TYPE A3 UNLESS INDICATED OTHERWISE BY

WALL TYPE SYMBOLS, WALL SECTIONS OR OTHER DETAILS.

3. UNLESS NOTED OTHERWISE, WALLS MUST EXTEND TO THE ROOF OR FLOOR DECK ABOVE AND BE

SEALED IN ACCORDANCE WITH THE WALL TERMINATION DETAILS. REFER TO THE CODE STUDY PLAN FOR IDENTIFICATION OF ALL SMOKE AND FIRE WALL CONDITIONS. PERIMETER CORRIDOR AND LOBBY

WALLS MUST BE BUILT TO RESIST THE PASSAGE OF SMOKE.

4. CONTRACTOR TO FIELD VERIFY AND CORRECT IF NECESSARY THAT ALL BOUNDING EXISTING AND /OR NEW WALLS OF RENOVATED AND / OR NEW TRs CLOSE UP TO STRUCTURE ABOVE.

5. DIMENSIONS ON PLANS ARE FROM FACE OF MASONRY TO FACE OF MASONRY, FACE OF MASONRY TO

FACE OF GYPSUM BOARD OR FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD.

6. COLUMN GRID LINES ARE FOR REFERENCE ONLY, REFER TO STRUCTURAL DRAWINGS FOR COLUMN

LOCATIONS.

7. FEC - INDICATES A FIRE EXTINGUISHER WITH A RECESSED CABINET. FE - INDICATES A FIRE

EXTINGUISHER WITH A WALL MOUNTING BRACKET.

8. UNLESS SPECIFICALLY INDICATED OTHERWISE, THE SAME WALL TYPE NEXT TO A DOOR OR OPENING

TO CONTINUE OVER THE DOOR OR OPENING.

9. PLAN LOCATION OF DOORS AND FRAMES RELATIVE TO THE PLANE OF THE WALL IS DIAGRAMMATIC ONLY. REFER TO THE REFERENCED JAMB AND HEAD CONDITION DETAILS TO DETERMINE ACTUAL

PLACEMENT OF DOOR AND FRAME.

10. CONTRACTOR TO VERIFY THAT THE PARTITION MEETS FIRE RATING CONSTRUCTION REQUIREMENTS. IF EXISTING PARTITIONS DO NOT MEET THE FIRE RATING REQUIREMENTS, THEN THE PARTITION SHALL BE

DEMOLISHED AND CONSTRUCTED TO MEET THE FIRE RATING REQUIREMENT.

11. TYPICAL TR ROOM RACK TO BE LIMITED TO 500LBS ONLY, AND SHOULD NOT BE USED FOR STORAGE OR

OFFICE SPACE.

12. TYPICAL ADD NEW SIGNAGE AT THE NEW ROOMS, REFER TO SHEET GI300 FR SIGNAGE INFORMATION

AND SCHEDULE.

13. IN ROOMS WHERE EXISTING FINISHES ARE BEING REMOVED, PROVIDE NEW FINISHES REQUIRED ON ROOM FINISH SCHEDULE (REFER TO SHEET AE301). PREP NEW AND EXISTING WALLS TO RECEIVE NEW

FINISH AND NEW BASE. PREP SLABS TO RECEIVE NEW FLOORING.

GENERAL PLAN NOTES

WALL AND DOOR TO REMAIN /

EXISTING CONDITION

FLOOR PLAN LEGEND

WALL AND DOOR TO BE

DEMOLISHED

NEW WORK PARTITION /

NEW WORK DOOR

A3

D#

NEW WORK KEYNOTE

DEMO KEYNOTE

NEW WORK PARTITION

XX-XX FINISH TAG

DEMO PARTITION NEW PARTITION

IN-02.03

ROOM SIGNAGE -

SEE GI300

3' CLEARENCE AROUND

THE RACKS

ICRA PARTITION

CUTTING: REMOVAL OF IN-PLACE CONSTRUCTION NECESSARY TO PERMIT INSTALLATION OR

PERFORMANCE OF OTHER WORK.

PATCHING: FITTING AND REPAIR WORK REQUIRED TO RESTORE SURFACES TO ORIGINAL

CONDITIONS AFTER INSTALLATION OF OTHER WORK.

REMOVE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF THEM OFF-

SITE, UNLESS INDICATED TO BE SALVAGED OR REMOVED AND RE-INSTALLED.

SALVAGE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND DELIVER THEM TO OWNER READY

AND REUSE.

REMOVE AND RE-INSTALL: DETACH ITEMS FROM EXISTING CONSTRUCTION, PREPARE THEM FOR

REUSE,AND RE-INSTALL THEM WHERE INDICATED.

EXISTING TO REMAIN: EXISTING ITEMS OF CONSTRUCTION THAT ARE NOT TO BE REMOVED AND

THAT ARE NOT OTHERWISE INDICATED TO BE REMOVED, REMOVE AND SALVAGED, OR REMOVES

AND RE-INSTALLED.

DEFINITIONS

JANITOR

3107.1

UTLITIES SHAFT

#2

EXISTING SERVICE

ELVATOR

EXISTING SERVICE

ELEVATOR

EXISTING STAIR

#2

EXISTING CHASE

EXISTING

ELECTRICAL

CLOSET

3000.4

3000.4

3100.4

3107.2

3000.3

SHELL SPACE

FUTURE

COMPUTER ROOM

491 SF

DATA CENTER

3100.4

IN-02.03

IN-02.03

IN-02.03

5 5 5 5 5 5 5 5

.4

3100.3

A3

F3F1

F1

F3

ALIGN

ALIGN

F3

F1F1

F3

F3F3F3

7' - 2"

6'

6' - 3"

117 SF

STORAGE ROOM

3100.4a

1' - 0" 2' - 1 5/8"

A3

82 SF

FIRE PROTECTION

ROOM

3100.4b

3100.4b

13' - 0"

6'

/4

A3

A3

4'

/2

8'

/8

14' - 6 1/4"

437 SF

HOT AISLE

3100.4c

649 SF

COLD AISLE

3100.4d

1'

2'

4'

/2

A3

1'

1'

9'

/4

1' - 1" 1' - 1"

2'

/4

/4

F3

2' - 3 1/4" 1' - 1"

ALIGN

8'

/4

/4

A L

IG

N

A L

IG

N

1. ICRA BARRIERS ARE NOT SHOWN ON NEW WORK PLANS FOR CLARITY. ICRA BARRIERS

SHALL REMAIN IN PLACE UNTIL NEW WORK IS COMPLETE.

NEW WORK PLAN NOTE

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/8

/2

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VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Submission:

ARCHITECT / ENGINEER OF RECORD:CONSULTANTS:

CONSULTANT:

Compass Consulting Group 3401 enterprise Parkway Suite 301 Beachwood, OH 44122 619-925-1647

ARCHITECT:

CB DESIGN GROUP

421 King ST

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

VA Caribbean Health Care System 10 Calle Casia San Juan Puerto Rico

CONSULTANT:

Integrity Federal Services 148 S. Queen Street Suite 201 Martinsburg, WV 25401 304-725-8456

CONSULTANT:

IMEG

15 Sunnen Drive Suite 104 St. Louis, MO 63143 314-951-2522

-2

-7

-A

E b

/0

/2

.p d f

12 / 11 / 2023

672-21-700

JSKJ

EHRM INFRASTRUCTURE UPGRADE

SAN JUAN PR

BID DOCUMENTS SUBMISSION

BUILDING 01 - MAIN BUILDING - THIRD

FLOOR ENLGARED PLANS - NEW

WORK

01-AE103b

N

SITE KEY PLAN

TRUE NORTH

1/4" = 1'-0"A10

BUILDING 01 - THIRD FLOOR - RM 3100 NEW WORK PLAN

KEYNOTES - PLAN

1 NEW DOOR AND FRAME, SEE DOOR SCHEDULE

2 NEW PARTITION, SEE WALL TYPE

3 NEW FLOOR FINISH TO BE ANTI STATIC

4 PATCH AND REPAIR FLOORING FINISH WHERE NEW WORK IS ADJACENT TO EXISTING.

5 STAINLESS STEEL SECURITY MESH AT ALL WINDOWS. APPLY BLACK OUT FILM (BF-01) TO

WINDOWS PRIOR TO INSTALLATION, SEE FINISH SCHEDULE.

6 IN-FILL EXISTING OPENING WITH NEW PARTITION TO MATCH EXISTING PARTITION TYPE

7 RE-INSTALL EXISTING TV ON NEW PARTITION WALL

8 NEW FUR OUT PARTITION WALL ON EXISTING WALL. SEE WALL TYPE

9 RE-INSTALL EXISTING SLIDING DOOR

10 NEW FUR OUT PARTITION AROUND EXISTING COLUMN. SEE WALL TYPE

11 NEW FLOOR SLAB. SEE STRUCTURAL DRAWINGS

12 NEW PARAPIT ROOF AT 1ST FLOOR

13 NEW PARTITION TO BE BUILT ON TOP OF CONCRETE LEDGE

14 RE-INSTALL EXISTING DOUBLE DOORS

15 COLD AND HOT CONTAINER WALL SYSTEM - BASIS OF DESIGN: SUBZERO

16 COLD AND HOT DATA CONTAINER SYSTEM DOUBLE DOORS - BASIS OF DESIGN: SUBZERO

17 CONTRACTOR TO VERIFY THAT THE EXISTING WALL IS CONSTRUCTED AS A 1-HOUR RATED

WALL AND THAT IT RUNS TO THE DECK ABOVE WITH ALL PENETRATIONS FIRESTOPPED

18 NEW BUTTON LOCATION FOR AUTOMATIC ENTRY DOOR

19 IF THE DOOR SWINGS TOWARDS A WALL HAVE THE PLYWOOD START 6" CLEAR FROM THE

DOOR SWING.

20 NEW CONCTRETE SLAB ON TOP OF EXISTING BEAM TO BE LEVEL

21 NEW PARTITION WALLS AT THE METAL GRATE SIDE IS TO GO DOWN TO EXISTING SLAB BELOW

22 NO ELETRICAL OR SWITCH BOXES SHALL BE ALLOWED ON THIS WALL

23 15 X 15 ACCESS DOOR PANEL FOR DRAINAGE PIPE

24 NEW POURED IN PLACE TOPPING SLAB TO BE LEVELED

25 APPLY BLACK OUT FILM (BF-01) TO WINDOWS PRIOR TO INSTALLATION, SEE FINISH SCHEDULE.

26 CONTINUE EXISTING PARTITION TO THE UNDERSIDE OF METAL DECK TO ENCLOSE THE NEW

TR ROOM

27 PATCH AND REPAIR WALL TO MATCH EXISTING

28 NEW MOP SINK WITH NEW TILE BACK SPLASH WALL, AND RELOCATED EXISTING MOP RACK

29 NEW 1" PLASTER FINISH PAINT COLOR TO MATCH EXISTING

30 NEW 5"W X 6"H CONCRETE PLANTER BED CURB

31 NEW SIDEWALK IN-FILL TO BE ADDED BACK TO EXISTING SIDEWALK AS DIMENSION ON PLAN U.N.O.

32 REMOVE EXISTING TRASH CHUTE DOOR AND IN-FILL WITH 2HR RATED WALL.

# REVISION DATE

1 ADDENDUM 01 06/11/2024