Repair_Building_5002_REV_1_-_Existing_Plans-Drawings.pdf

G.1

A.1

A.2

A.3

A.3.1

A.4

A.5

A.6

A.7

A.8

COVER SHEET

NOTE SHEET

LAYOUT AREAS / LEGEND

AREA 1

SERVICE DESK DETAILS

AREA 2

AREA 3

AREA 4

AREA 5

AREA 6

1. ALL CUTTING AND PATCHING REQUIRED FOR THE INSTALLATION OF NEW CONSTRUCTION,

EQUIPMENT AND FINISHES.

2. ALTERATIONS REQUIRED BY THE DRAWINGS AND AS REQUIRED BY THE CONDITIONS

ENCOUNTERED DURING PROGRESS OF THE WORK.

3. ALTERATIONS NEITHER INDICATED ON THE CONSTRUCTION DRAWINGS, NOR SPECIFIED

HEREIN, BUT NECESSARY TO RESTORE EXISTING WORK DISTURBED UNDER THIS CONTRACT

TO FINISH CONDITION SATISFACTORY TO THE CONTRACTING OFFICER.

4. TEMPORARY WORK REQUIRED BY THE DRAWINGS AND/OR HEREIN SPECIFIED, INCLUDING THE

PROTECTION OF EXISTING CONSTRUCTION AND FINISHES. TEMPORARY ENCLOSURES AND

OTHER PRECAUTIONS AS MAY BE REQUIRED TO PREVENT DAMAGES.

5. PREPARATION OF EXISTING SURFACES AND WORK AS REQUIRED FOR PROPER INSTALLATION

OF NEW CONSTRUCTION AND FINISHES.

6. OVERHEAD CONSTRUCTION, DUCTWORK, PIPES, ETC. INTERFERING WITH REQUIRED CEILING

HEIGHTS AND LIGHTING FIXTURES SHALL BE NOTED. GENERAL CONTRACTOR SHALL REPORT

EXTENT OF INTERFERENCE (IF ANY) TO THE CONTRACTING OFFICER WITHOUT DELAY.

7. ALL DRYWALL CONSTRUCTION IS TO BE DONE AS RECOMMENDED BY THE MANUFACTURER IN

STRICT ACCORDANCE WITH THEIR SPECIFICATIONS. ALL INSIDE AND OUTSIDE CORNERS, CUT

EDGES OF WALL BOARD, ETC. TO RECEIVE APPROPRIATE CORNER BEAD, REINFORCEMENT

TAPE, EDGE TRIM, ETC. EDGE TRIM TO BE USED AT REVEALS AND WHEREVER DRYWALL

ABUTS A DIFFERENT MATERIAL. ADD MOISTURE RESISTANT 5/8" DRYWALL TO ALL

APPROPRIATE WET AREAS TO SATISFY ALL STATE, LOCAL, AND FEDERAL CODES.

8. ALL EXISTING FLOOR SUBSTRATE WITHIN THE SCOPE OF WORK SHALL BE LEVELED, FILLED

AND PATCHED BY THE CONTRACTOR WITH APPROPRIATE COMPOUND. THE CONTRACTOR

SHALL FILL DENTS, CRACKS, HOLLOW PLACES, OPEN JOINTS AND OTHER IRREGULARITIES, IN

EXISTING WALLS, WITH SUITABLE FILLER.

9. EXISTING INTERIOR WOOD DOORS TO REMAIN AND OR SALVAGE FOR REUSE WITHIN THE

DEFINED SCOPE OF WORK. WOOD DOOR STAIN TO MATCH EXISTING FINISH. HOLLOW METAL

FRAMES TO MATCH COLOR OF EXISTING HOLLOW METAL FRAMES. - UNLESS NOTED

OTHERWISE. EXISTING DOOR HARDWARE TO REMAIN AND REUSED - UNLESS NOTED

OTHERWISE. NEW DOOR HARDWARE TO MATCH EXISTING.

10. THE CONTRACTOR SHALL PROVIDE SUFFICIENT FRAMING AND BLOCKING FOR ALL WALL

OPENINGS FOR DUCTWORK, RETURN AIR OPENINGS AND GRILLE OPENINGS ABOVE AND

BELOW SUSPENDED CEILINGS AND SHALL COORDINATED WITH HVAC DRAWINGS AND THE

MECHANICAL SHOP DRAWINGS. ALL OPENINGS SHALL BE PROPERLY SEALED FOR

SOUNDPROOFING VIBRATION AND FIRE-RATED, IF REQUIRED.

11. ALL INFILL AREAS OF EXISTING WALLS, COLUMN ENCLOSURE, CHASE WALLS, ETC. THAT HAVE

BEEN CUT OPEN PRIOR TO CONSTRUCTION, FOR EXPLORATORY OPERATIONS, OR DURING

CONSTRUCTION OPERATIONS. USE SIMILAR MATERIALS ADJACENT TO EXISTING

CONSTRUCTION, PREPARE SURFACE READY TO RECEIVE NEW FINISHES.

12. PROVIDE DUSTPROOF AND NOISE CONTROL BARRIER PARTITIONS TO ADJACENT OCCUPIED

SPACES.

13. GENERAL CONTRACTOR SHALL COORDINATE WITH MILL WORKER FOR INSTALLATION OF FIRE

RETARDANT WOOD BLOCKING IN DRYWALL (INCLUDING SHELVES, CABINETS, DOOR FRAMES,

COUNTERTOPS, ARTWORK, AND LIGHT FIXTURES, ETC.).

14. ALL NEW INTERIOR DOOR OPENINGS SHALL BE CONSTRUCTED 4" FROM THE FINISHED FACE

OF THE ADJACENT WALL, UNLESS NOTED OTHERWISE.

15. LUMBER IN CONTACT WITH WEATHER, MASONRY OR CONCRETE SHALL BE TREATED WITH

WOOD PRESERVATIVE AND BE FIRE RETARDANT.

16. FINISH WOODWORK AND MILLWORK SHALL MEET ARCHITECTURAL WOODWORK INSTITUTE

QUALITY STANDARDS.

17. INSTALL ALL WORK PLUMB, LEVEL, TRUE, SQUARE, STRAIGHT AND IN PROPER ALIGNMENT

WITH NO DISTORTIONS, PROVIDE SHIMS AS REQUIRED.

18. FASTEN SECURELY ARCHITECTURAL WOODWORK ITEMS TO BLOCKING WITH CONCEALED

FASTENERS ONLY. WHERE SURFACE NAILING IS REQUIRED, COUNTERSINK AND FILL FLUSH

WITH THE WOODWORK SO THAT FINISHED HEADS ARE UNDETECTABLE.

19. COORDINATE INSTALLATION WITH THE WORK OF OTHER TRADES TO ENSURE EXACT FIT AND

PERFECT ALIGNMENT. VERIFY DIMENSIONS BEFORE PROCEEDING AND OBTAIN

MEASUREMENTS AT JOB SITE FOR WORK REQUIRED TO BE ACCURATELY FITTED TO OTHER

CONSTRUCTION.

20. DO ALL CUTTING AND PATCHING REQUIRED TO MAKE OTHER PARTS OF THE WORK COME

TOGETHER PROPERLY AND TO FIX WORK TO RECEIVE OR BE RECEIVED BY OTHER TRADES AS

INDICATED ON CONTRACT DOCUMENTS.

21. REFER TO FINISH PLANS AND FINISH LEGEND SPECIFICATION FOR ALL FINISH INFORMATION

AND COORDINATION.

22. DIMENSION PARTITIONS FROM FACE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE

NOTED. LAYOUT PARTITIONS ON SITE AND CONFIRM DIMENSION WITH THE CONTRACTING

OFFICER PRIOR TO SECURING PARTITION TRACKS.

23. DO NOT SCALE DRAWINGS, INDICATED DIMENSIONS SHALL GOVERN. LARGER SCALED

DRAWINGS SHALL GOVERN OVER SMALLER SCALED DRAWINGS.

24. ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS UNTIL AFTER

ACCEPTANCE OF INSTALLATION IS MADE BY THE CONTRACTING OFFICER.

25. PROVIDE WOOD BLOCKING AND FRAMING, ANCHORS, CLIPS, SUPPORTING AND ATTACHING

DEVICES REQUIRED FOR COMPLETE INSTALLATION.

26. ALL AREAS WITH EXISTING CARPETING WITHIN THE SCOPE OF WORK TO BE DEMOLISHED AND

REMOVED, UNLESS NOTED OTHERWISE (UNO) - PREP SUBSTRATE TO RECEIVE NEW

CARPETING IN SAME LOCATION AS EXISTING.

27. GYPSUM BOARD SURFACES TO BE PATCHED AND REPAIRED TO LIKE NEW CONDITION READY

TO RECEIVE NEW PAINT FINISH - TYPICAL FOR INTERIOR WALL SURFACES UNLESS NOTED

OTHERWISE.

28. PROVIDE AND INSTALL FIRE SAFING INSULATION AT ALL PIPE, DUCT, ELECTRICAL, ETC. , PENETRATIONS THROUGH CONCRETE FLOOR SLABS AND AT FIRE AND SMOKE WALLS.

29. ALL DUCT PENETRATION THROUGH PARTITIONS AND CEILING SHALL BE PROVIDED WITH

NECESSARY FRAMES AND BRACING AROUND THE OPENING AND SHALL BE PROVIDED WITH

AUTOMATIC FIRE DAMPERS AS REQUIRED BY THE BUILDING DEPARTMENT FOR FIRE RATED

PENETRATIONS.

30. SAW CUT AND REMOVE INTERIOR CONCRETE SLAB AS REQUIRED AND WHERE INDICATED ON

THE CONSTRUCTION DRAWINGS. WHERE EXISTING INTERIOR CONCRETE SLABS ARE

REMOVED FOR THE INSTALLATION OF PLUMBING OR ELECTRICAL SYSTEMS, REMOVE

CONCRETE COMPLETELY. BACKFILL AND COMPACT SUBBASE TO MINIMUM 95%

COMPACTIONS. PATCH / REPLACE EXISTING MATERIALS WITH: INSECTICIDE SOIL TREATMENT

AT DISTURBED AREAS, 4" THICK CRUSHED ROCK SUBGRADE, 10 MIL POLYETHYLENE VAPOR

BARRIER AND WELDED WIRE FABRIC REINFORCED CONCRETE SLAB. POUR CONCRETE DEPTH

TO MATCH EXISTING THICKNESS WITH A MINIMUM 3,000 PSI. REFERENCE MECHANICAL

DRAWINGS FOR EXTENT OF CONCRETE SLAB REMOVAL.

MOBILITY

STORAGE

PARTS/TOOLS

ENGINEERING

SECTION

LOCK

SHOP

JAN.

CONFERENCE

CONFERENCE

PLANNING

DEPUTY

BCE

TESTING

109B

SHOP

TRAINING

ROOM

UTILITIES/

HVAC/SHOP

CARPENTER

SHOP

SHOP

TRAINING

ROOM

109A

OPERATIONS

SHOP

TRAINING

ROOM

BREAK

ROOM

EQUIP.

STORAGE

CORRIDOR

ENVMTAL

ENGINEERING

OFFICER

VEST.

WOMEN

FACILITY

MGR.

PLOT/

CADD

CORRIDOR

VEST.

MECHANICAL/

ELECTRICAL

MEN

COMM./

ELECT.

LEKTRIEVER

AREA

INSTRUCTOR

OFFICE

BCE ADMIN.

COMMANDER

BCE

COPY/

FAX/

SUPP.

TESTING

OFFICE

CLASSROOM

BCE CONF

ROOM

1ST SGT

ABO

CLASS

CLASSROOM

108A

STATE

SUPERVISOR

DEPUTY

BCE

VEST.

BCE ADMIN.

COMMANDER

BCE

BCE CONF

ROOM

OPERATIONS

VEST.

FACILITY

MGR.

108A

STATE

SUPERVISOR

CONFERENCE

OPERATIONS

CORRIDOR

FACILITY

MGR.

SHOP

SHOP

TRAINING

ROOM

TRAINING

ROOM

BREAK

ROOM

CORRIDOR

PLOT/

CADD

LOCK

SHOP

SHOP

TRAINING

ROOM

SHOP

TRAINING

ROOM

SHOP

TRAINING

ROOM

ENVMTAL

ENGINEERING

MOBILITY

STORAGE

PARTS/TOOLS

UTILITIES/

HVAC/SHOP