B08 - Attachment 0003 -Appendix B - PROJECT DRAWINGS.pdf
PDF 7 MB Posted
- Attached to
- Replacement Air Handling Unit, BLDG 104 Federal contract opportunity
- Solicitation number
- W519TC-24-R-2003
About this file
This document package includes construction drawings and specifications for replacing an air handling unit in Building 104 at Rock Island Arsenal. The project involves demolishing the existing unit and ductwork, installing a new unit and associated mechanical, electrical, and control systems, and modifying office spaces and partitions. Key project elements include replacing the 42-inch supply duct, 58-inch return duct, control valves and dampers, upgrading controls to the new direct digital system, and modifying walls and ceilings for the new mechanical room layout. The solicitation number is W519TC-24-R-2003 and responses are due by April 17, 2023. The construction drawings provide demolition and new work plans, details, schedules and notes to guide bidder responses and subsequent project execution at the Army facility.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B08 - W519TC-24-R-2003 Amendment 0002.pdf | ||
| Site Visit Attendees - 11-15-23.pdf | ||
| B08 - W519TC-24-R-2003 Amendment 0001.pdf | ||
| B08 - Attachment 0002 - Appendix A - PROJECT SPECIFICATIONS.pdf | ||
| B08 - Attachment 0006 - DB Wage Determination.pdf | ||
| B08 - Attachment 0007 - Contractor Vendor Guide.pdf | ||
| B08 - Attachment 0001 - 2023-0738 - DPW SOW.pdf | ||
| B08 - Attachment 0004 - Appendix C - SUBMITTAL REGISTER.pdf | ||
| B08 - Attachment 0008 - Site Visit Map.pdf | ||
| B08 - W519TC-24-R-2003 - Solicitation.pdf | ||
| B08 - Attachment 0005 - Appendix D - Non-Hazardous Construction and Demolition Debris Submittal Form.pdf |
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Text version
G-001
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ROCK ISLAND ARSENAL
FY: 2023
PR NO: 2023-0738
PROJECT:
REPAIR AIR HANDLING UNIT - FIRST FLOOR - BUILDING 104
APPENDIX B
REVISED 04-17-2023
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INDEX OF DRAWINGS
GENERAL
TITLE OF DRAWING
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ARCHITECTURAL
G-001
G-002
G1
VICINITY MAP
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AERIAL MAP OF ROCK ISLAND ARSENAL
NOT TO SCALE (NTS)NOT TO SCALE (NTS)
SEE SHEET G-003 FOR ENLARGED PLAN
AND BUILDING LOCATIONS
MECHANICAL (CONTINUED)
G-004
A-101
G-003
A-102
A-103
COVER SHEET
LOCATION MAP, INDEX OF DRAWINGS
ABBREVIATIONS, GENERAL NOTES
DEMOLITION PLAN, PARTIAL FIRST FLOOR PLAN - NORTH
RIA LOCATION MAP
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M-111 NEW WORK PLAN, PARTIAL FIRST PLAN - MIDDLE
M-112 NEW WORK PLAN, PARTIAL FIRST PLAN - SOUTH
M-401 DEMOLITION PLAN AND SECTIONS, MECHANICAL ROOM PLAN
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M-501 MECHANICAL DETAILS
M-601 MECHANICAL EQUIPMENT SCHEDULES
M-602 MECHANICAL EQUIPMENT SCHEDULES
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DEMOLITION PLAN, PARTIAL FIRST FLOOR PLAN - NORTH
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DEMOLITION PLAN, PARTIAL FIRST FLOOR PLAN - SOUTH
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E-001 ELECTRICAL ABBREVIATIONS, SYMBOLS AND KEYNOTES NOTES
M-402 NEW WORK PLAN, MECHANICAL ROOM PLAN AND SECTIONS
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A-501 WALL AND WINDOW DETAILS
A-601 ARCHITECTURAL SCHEDULES
DEMOLITION PLAN, PARTIAL FIRST FLOOR PLAN - MIDDLE
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NEW WORK PLAN, PARTIAL FIRST FLOOR PLAN - MIDDLE
NEW WORK PLAN, PARTIAL FIRST FLOOR PLAN - SOUTH
NEW WORK PLAN, PARTIAL FIRST FLOOR REFLECTED CEILING PLAN - MIDDLE
NEW WORK PLAN, PARTIAL FIRST FLOOR REFLECTED CEILING PLAN - SOUTH
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DEMOLITION PLAN, PARTIAL BASEMENT PLAN - SOUTH
DEMOLITION PLAN, PARTIAL BASEMENT PLAN - NORTH
DEMOLITION PLAN, PARTIAL BASEMENT PLAN - MIDDLE
DEMOLITION PLAN, PARTIAL FIRST FLOOR PLAN - NORTH
DEMOLITION PLAN, PARTIAL FIRST FLOOR PLAN - MIDDLE
MECHANICAL
M-106 DEMOLITION PLAN, PARTIAL FIRST FLOOR PLAN - SOUTH
M-107 NEW WORK PLAN, PARTIAL BASEMENT FLOOR PLAN - NORTH
M-108 NEW WORK PLAN, PARTIAL BASEMENT FLOOR PLAN - MIDDLE
M-109 NEW WORK PLAN, PARTIAL BASEMENT FLOOR PLAN - SOUTH
M-001 MECHANICAL ABBREVIATIONS, SYMBOLS AND NOTES
M-603 MECHANICAL EQUIPMENT SCHEDULES
E-403 NEW WORK PLAN, MECHANICAL ROOM PLAN
A-001 ABBREVIATIONS, KEYNOTES
M-002 MECHANICAL ABBREVIATIONS, SYMBOLS AND NOTES
M-502 MECHANICAL DETAILS
M-503 MECHANICAL DETAILS
M-504 DDC CONTROL DIAGRAM
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IOWA
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ILLINOIS
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MISSOURI
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INDIANA
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DAVENPORT
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MOLINE
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CHICAGO
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ST. LOUIS
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ROCK ISLAND
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WISCONSIN
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MILES
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KENTUCKY
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ROCK ISLAND
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ARSENAL
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20FL
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312FL
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68GN
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311SN
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R.I. VIADUCT
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CEMETERY
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NATIONAL
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SYLVAN ISLAND
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LOCK AND DAM
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NO. 15
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BETTENDORF
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DAVENPORT
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MOLINE
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ROCK ISLAND
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275SN
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48SN
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320SN
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BAUMBECK AVENUE
KINGSBURY
G-003
I A
L O
C A
T I O
N
M A
P
G4
ENLARGED ISLAND MAP
NOT TO SCALE (NTS)
SHEET NOTES
1. CONTRACTOR SHALL PROTECT ASPHALT AND
DISTRIBUTE HEAVY POINT LOADS. IF THE CONTRACTOR
DAMAGES THE ASPHALT REPAIRS WILL BE PERFORMED
IN ACCORDANCE WITH UFC 3-270-01 ASPHALT
MAINTENANCE AND REPAIR. DEPENDING UPON SEVERITY
OF DAMAGE REPAIRS WILL BE IN ACCORDANCE WITH
FULL DEPTH, PARTIAL DEPTH, AND/OR PATCHING.
2. DUMPSTERS MUST COMPLY WITH UFC 4-010-01 DoD
MINIMUM ANTI-TERRORISM STANDARDS FOR BUILDINGS.
DUMPSTERS CAN BE LOCATED ALONG THE BUILDING
DURING WORKING HOURS UPON REQUEST. THE
CONTRACTOR WILL MAKE REQUESTS IN WRITING TO THE
C.O.R. AT LEAST TWO WEEKS PRIOR TO THE
REQUIREMENT. DUMPSTERS WILL BE EMPTY EACH TIME
THEY ARE PLACED NEAR BUILDINGS AT THE START OF
THE WORKING DAY. DUMPSTERS WILL BE MOVED AWAY
FROM THE BUILDING AT THE END OF EACH WORKING
DAY. THE C.O.R. WILL DETERMINED THE DUMPSTER
STORAGE LOCATION AT THE END OF THE WORK DAY.
3. THE CONTRACTOR WILL BE GRANTED ACCESS ALONG
SECOND STREET TO THE EAST OF BUILDING 104. CRANES
MAY BE SETUP TEMPORARILY FOR THE DELIVERY
MATERIALS, EQUIPMENT, AND/OR DEMOLITION. CRANES
MUST BE MOVED AFTER THE DELIVERY OF MATERIALS
OR REMOVAL OF DEMOLISHED ITEMS.
D A
T E
A P
P R
M
A R
K D
E S
C R
I P
T I O
N
S U
B M
I T
T E
D
B
Y
I S
S U
E
D
A T
E
P R
O J E
D R
A W
I N
G
N
O
U S
A
R M
Y
G
A R
R I S
O
L A
S
E N
A L
D I R
E C
T O
R A
P
U B
L
R
K S
R O
L A
N D
I L
D E
S I G
N E
D
B
Y
G
S
C H
A U
B
I I I
D R
A W
N
B
Y
G
S
C H
A U
B
I I I
C H
E C
K E
D
B
Y
C S
B
A P
P R
O V
G
K
O S
K I
D
I R
E C
T O
R
O
F
P
U B
L
R
K S
S
B
A C
H
C
H I E
F
O
F
E
N G
I N
E E
R I
L A
S
E N
P
A
N
D L I N
G
U
N I T
B U
I L D
I N
G
F
I R
O
O R
P R
O J E
2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
SHEET NOTES (CONTD.)
4. THE CONTRACTOR SHALL COORDINATE CRANE USAGE 2
WEEKS IN ADVANCE WITH THE C.O.R.
5. THE CONTRACTOR SHALL MOVE MATERIALS AND/OR
EQUIPMENT UPON CUSTOMER REQUEST.THE
CONTRACTOR SHALL NOT BLOCK DOORS OR ENTRY
POINTS.
6. THE CONTRACTOR CAN MAKE REQUESTS IN ADVANCE
TO BLOCK ENTRANCES, BUT THESE MAY NOT BE
GRANTED.
7. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING
THE JOB SITE. SEE SPECIFICATIONS FOR DETAILS.
N
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STREET
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STREET
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CHESTNUT AVENUE
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STREET EAST
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SECOND
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THIRD
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68SN
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STREET
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RODMAN
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AVENUE
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GILLESPIE
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FLAGLER
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PARKING
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SOUTH
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G-004
B
B R
E V
I A
T I O
N S
G E
N E
R A
L
N O
T E
S
GENERAL NOTES
A-000
A-000
XX
A-000
SECTION NUMBER
DWG. NO. WHERE
SECTION IS DRAWN
SECTION MARK
A-000
ELEVATION NUMBER
DWG. NO. WHERE
ELEVATION IS DRAWN
BUILDING ELEVATION MARK
ELEVATION
NUMBER (TYP.)
DWG. NO. WHERE
ELEVATION IS DRAWN
INTERIOR ELEVATION MARK
DWG. NO. WHERE
DETAIL IS DRAWN
CALLOUT HEAD
DETAIL
NUMBER (TYP.)
AREA COVERED BY DETAIL
DOOR TAG WINDOW TAG PARTITION TYPE
KEYNOTE
TAG
CEILING TAG
(HEIGHT)
0'-0" A.F.F.X0'-0"
CEILING TAG
(TYPE & HEIGHT)
CEILING HGT.
CEILING TYPE
SCALE
DETAIL IDENTIFIER (MODULE LETTER AND NUMBER)
A1
NORTH ARROW
B
PLAN, ELEVATION, SECTION, OR DETAIL NAME
PLAN, ELEVATION, SECTION, OR DETAIL VIEW TITLE
PLAN SYMBOLS:
SYMBOLS:
VIEW TITLES:
WALL/PARTITION
TYPE
N
1. NOTES FOUND ON G-SHEETS, ARE GENERAL NOTES AND APPLY TO THE ENTIRE PROJECT TO INCLUDE THE COMPLETE PLAN SET AND
SPECIFICATIONS, UNLESS NOTED OTHERWISE. SHEET NOTES APPLY TO ALL PLANS, ELEVATIONS, SECTIONS, AND DETAILS FOR THAT
SHEET, UNLESS NOTED OTHERWISE. KEYNOTES APPLY TO ELEMENTS ON THE SHEET AS INDICATED, UNLESS NOTED OTHERWISE.
2. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGS ARE NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK
REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.
3. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO
EXCLUDE OTHER ITEMS NECESSARY OR IMPLIED THEREFROM.
4. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK SO THAT NO WORK SHALL BE LEFT IN AN
UNFINISHED OR INCOMPLETE CONDITION. THE CONTRACTOR SHALL PROVIDE A COMPLETE AND USABLE PRODUCT.
5. THE CONTRACTOR SHALL PROTECT ANY EXISTING, IN-PLACE, AND/OR NEW WORK.
6. ALL WORK NOTED "N.I.C." IS NOT MEANT TO BE PART OF THE CONSTRUCTION SCOPE OF WORK AGREEMENT.
7. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL AND LEGAL DISPOSAL OF MATERIALS AND RUBBISH.
8. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. DIMENSIONS AND PLANS ARE NOT WARRANTED AS ACCURATE. VERIFY
EXISTING CONDITIONS THAT MAY AFFECT THE WORK PRIOR TO BID.
9. DO NOT SCALE DRAWINGS; LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS.
10. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND ALTERATION OPERATIONS SHALL BE APPLIED.
11. PROVIDE THE MINIMUM EXPANSION, CONTRACTION, AND CONTROL JOINTS IN ALL WORK PER THE PRODUCT MANUFACTURER'S
STANDARDS OR THE APPLICABLE INDUSTRY STANDARDS.
12. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION.
13. DO NOT CUT INTO, REMOVE, OR ALTER ANY STRUCTURAL MEMBER OR FLOOR SYSTEM UNLESS IT IS SPECIFICALLY NOTED OR SHOWN
ON DRAWINGS.
14. THE CONTRACTOR SHALL PLAN THEIR WORK TO PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES, AND
EXECUTE THE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO PERSONS AND PROPERTY AS NECESSARY.
15. ALL PRODUCTS LISTED ON DRAWINGS AND NOT INDICATED IN SPECIFICATIONS SHALL BE SUBMITTED FOR GOVERNMENT APPROVAL.
CONTRACTOR SHALL ADD THESE TO THEIR SUBMITTAL REGISTER.
16. DEMOLITION OR NEW WORK MAY NOT BE SOLELY INDICATED ON THEIR CORRESPONDING SHEETS.
17. CONTRACTOR SHALL REQUEST PARKING, JOB TRAILER, STAGING AND OTHER NECESSARY SPACES.
18. DISPOSE OF DEMOLISHED AND WASTE MATERIALS OFF SITE UNLESS OTHERWISE NOTED.
19. TO PERFORM THE WORK AS AWARDED BY THE BASE BID, OPTION, OR CONTRACT MODIFICATION, THE CONTRACTOR SHALL EITHER
PROTECT OR RELOCATE ADJACENT ITEMS, EQUIPMENT, AND STRUCTURES AS NECESSARY TO FACILITATE THE WORK.
20. IN ORDER TO MORE CLEARLY DEPICT WORK BEING IDENTIFIED ON A DRAWING, ITEMS NOTED AS BEING INCLUDED IN THE WORK ARE
GENERALLY SHOWN IN HEAVY (BOLD) LINE WEIGHT AND BLACK LINE WORK. GRAY SCALE LINE WORK DENOTES EXISTING CONDITIONS.
NOTE: THERE ARE EXCEPTIONS TO THIS RULE AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO THOROUGHLY REVIEW DRAWINGS
AND REQUEST ADDITIONAL INFORMATION PRIOR TO BIDDING.
21. NORMAL INSTALLATION WORKING HOURS WILL BE BETWEEN 0700-1700, MONDAY THROUGH FRIDAY. HOURS OUTSIDE THE NORMAL
RANGE REQUIRES COORDINATION AND APPROVAL FROM THE CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.) TWO WEEKS PRIOR.
THE FACILITY WILL BE CLOSED ON GOVERNMENT HOLIDAYS. CONTACT THE C.O.R. FOR A LIST OF GOVERNMENT HOLIDAYS.
22. THE CONTRACTOR SHALL MAKE REQUESTS TO DISCONNECT POWER OR UTILITIES PER SPECIFICATIONS. ALL WORK REQUIRING POWER
REMOVAL SHALL BE DONE IN A TIMELY MANNER AND OUTSIDE NORMAL INSTALLATION WORKING HOURS WHEN POSSIBLE. IF SAFE
WORKING CONDITIONS EXIST FOR BOTH THE CONTRACTOR AND BUILDING OCCUPANTS, THEN POWER SHALL BE RESTORED FOR
BUILDING OCCUPANTS DURING NORMAL WORKING HOURS. THE CONTRACTOR SHALL IMMEDIATELY RESTORE POWER ONCE WORK IS
COMPLETE AND SAFE CONDITIONS EXIST.
23. THE CONTRACTOR SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM THE INSTALLATION AUTHORITIES HAVING
JURISDICTION.
24. THE CONTRACTOR SHALL COMPLY WITH INSTALLATION POLICIES AND PROCEDURES.
25. THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH APPLICABLE CODES, ORDINANCES, AND REGULATORY AGENCIES.
26. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. SHEETS ARE TO BE REVIEWED AND NOTES ON
INDIVIDUAL SHEETS SHALL BE APPLIED TO RELATED DRAWINGS AND DETAILS.
27. A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF WALL INDICATED.
28. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS REQUIRED FOR MECHANICAL, ELECTRICAL AND PLUMBING
WORK. ALL ACCESS PANELS SHALL BE CONCEALED AND LOCATIONS SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO
PROCEEDING.
29. ALL MECHANICAL, ELECTRICAL AND PLUMBING WORK THAT PENETRATES FLOORS, WALLS, OR ROOFING SHALL BE INSTALLED IN A
MANNER THAT WILL PRESERVE THE MOISTURE RESISTIVENESS, FIRE RATING, AND STRUCTURAL INTEGRITY OF THE BUILDING.
30. ALL WORK SHALL BE DONE IN A WORKMAN LIKE MANNER. WORK SHALL CONFORM TO APPLICABLE INDUSTRY OR MANUFACTURER'S
PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL AS, ALL REQUIREMENTS IN THESE DRAWINGS AND
SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE ATTENTION OF THE
C.O.R. PRIOR TO PROCEEDING WITH THE WORK.
31. PRIOR TO REINSTALLING THE FURNITURE AFTER THE CONSTRUCTION OF THE NEW EXTERIOR WALL, THE CONTRACTOR SHALL
SHAMPOO THE CARPET.
32. AFTER THE FURNITURE HAS BEEN REINSTALLED, ALL HORIZONTAL SMOOTH SURFACES SHALL BE DUSTED PRIOR TO TURNING THE
AREA OVER TO THE GOVERNMENT.
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KEYNOTES
REMOVE MECHANICAL ROOM WALL TO ALLOW FOR THE REMOVAL OF THE EXISTING AIR HANDLING UNIT AND THE INSTALLATION OF THE NEW
AIR HANDLING UNIT.
REMOVE EXISTING OFFICE FURNITURE PARTITIONS AND DESKS. PARTITIONS SHALL BE REINSTALLED AS SHOWN. REMAINING OFFICE
FURNITURE SHALL BE DELIVERED TO THE STORAGE AREA ON THIRD FLOOR.
REMOVE EXISTING WINDOWS AND WINDOW FRAME TO ALLOW FOR INSTALLATION OF NEW LOUVERS.
REMOVE EXISTING CARPETING AND GLUE.
REMOVE EXISTING WALL. PATCH REMAINING WALL TO MATCH THE EXISTING.
REMOVE EXISTING STORE FRONT DOOR ASSEMBLIES AS REQUIRED TO MOVE THE AIR HANDLING UNITS INTO AND OUT OF THE BUILDING. DO
NOT BLOCK ACCESS TO THE STAIRWELL DOOR FROM THE INTERIOR. PROVIDE TEMPORARY CLOSURE AT THE EXTERIOR DOOR ASSEMBLIES
TO MAINTAIN BUILDING SECURITY. COORDINATE CLOSURE OF THE EXTERIOR ENTRANCE/EXIT WITH THE COR. REINSTALL STORE FRONT
ASSEMBLIES.
REMOVE EXISTING HANDRAILS AT THE EXTERIOR STAIRS TO ALLOW FOR MOVEMENT OF THE AIR HANDLING UNITS. REINSTALL HANDRAILS.
REMOVE EXISTING WINDOW BLINDS AND CUT TO FIT NEW OPENING SIZE AFTER THE NEW WOOD INTERIOR FRAME IS INSTALLED.
REMOVE THE EXISTING DOOR AND DOOR FRAME.
INSTALL NEW WALL WITH SOUND BATT INSULATION. REFER TO THE WALL DETAILS.
FURNISH NEW DOOR WITH FRAME. REFER TO THE DOOR SCHEDULE.
NEW 6” WIDE HIGH CONCRETE CURB FOR MECHANICAL HOUSING PANELS. MATCH THE HEIGHT OF THE EXISTING AIR HANDLING UNIT
CONCRETE PAD. DOWEL THE CURB INTO THE EXISTING FLOOR. COORDINATE LOCATIONS WITH THE MECHANICAL CONTRACTOR.
PROVIDE CONCRETE TOPPING TO SLOPE THE FLOOR IN THIS AREA TO THE NEW FLOOR DRAINS. COORDINATE WITH THE MECHANICAL
CONTRACTOR.
PROVIDE WOOD WINDOW CASING FOR THE EXISTING WINDOW OPENING. REFER TO THE WINDOW DETAILS.
NEW STUD WALL WITH BATT INSULATION. REFER TO THE WALL DETAILS.
ADD ONTO THE EXISTING AIR HANDLING UNIT CONCRETE PAD TO ACCOMMODATE THE INSTALLATION OF THE NEW AIR HANDLING UNIT AND
THE MECHANICAL HOUSING PANELS.
REMOVE EXISTING CEILING TILE AND GRID AS REQUIRED TO ALLOW FOR THE INSTALLATION OF THE NEW WALL ALONG THE EXTERIOR
EXPOSURE. PROVIDE NEW WALL TRIM AS REQUIRED. TRIM EXISTING CEILING GRID AND TILES TO MATCH THE NEW INSTALLATION.
REMOVE CEILING TILE AND GRID AS REQUIRED TO INSTALL THE NEW MECHANICAL ROOM.
REMOVE AND DISPOSE OF EXISTING LIGHT FIXTURE.
RELOCATE EXISTING LIGHT FIXTURE ONE CEILING TILE TO THE EAST.
MODIFY EXISTING CEILING GRID AND TILE. RELOCATE THE LIGHT FIXTURE TWO (2) FEET TO THE SOUTH.
MOVE EXISTING OFFICE FURNITURE PARTITIONS AS REQUIRED TO ALLOW FOR THE INSTALLATION OF THE NEW WALL ALONG THE EXTERIOR
WALLS. WHEN REINSTALLING THE FURNITURE, MAINTAIN A MINIMUM DIMENSION OF 1'0” BETWEEN THE NEW WALL AND THE OFFICE
FURNITURE. REFER TO THE REVISED FURNITURE CONFIGURATION ON THE NEW WORK FLOOR PLANS.
REMOVE EXISTING OFFICE FURNITURE PARTIONS TO ALLOW FOR INSTALLATION OF THE NEW MECHANICAL ROOM WALLS. REFER TO THE
REVISED FURNITURE CONFIGURATION ON THE NEW WORK FLOOR PLANS. REVISE ELECTRICAL AND COMMUNICATION DROPS FOR THE
REVISED FURNITURE CONFIGURATION.
MOVE EXISTING OFFICE FURNITURE PARTITIONS AS REQUIRED TO ALLOW FOR THE INSTALLATION OF THE NEW WALL ALONG THE EXTERIOR
WALLS.
REMOVE EXISTING DOOR AND DOOR FRAME.
REMOVE EXISTING WHITE BOARD. REINSTALL AFTER THE NEW EXTERIOR WALL IS COMPLETED.
PATCH ALL UNUSED HOLES THROUGH THE FLOOR.
SEAL ALL PENETRATIONS THROUGH THE MECHANICAL ROOM WALL TO REDUCE THE TRANSFER OF NOISE FROM THE MECHANICAL ROOM TO
THE SURROUNDING OFFICE.
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ARCHITECTURAL ABBREVIATIONS
C
L
AFF
ACC DR
ADAAG
ACCESS
ADJ
ACOUST.
AB
ANOD
AC
AL / ALUM
L
APP
APPROX
ARCH
ATFP
AVG
AWI
BHMA
BM
BLKG
BD
BTM
BLDG
CFCI
CH
CPT
CLG
CLG HT
CTR
C TO C
CT
CLR
CO
CLOS
CO
COL
CONC
COOR
COR
CMU
CONST
CONT
CONTR
CJ
CY
DET
DIA
DIM
DISP
DR
DN
DS
DESC
DWG
EA
EF
EL
ERD
EP
ENGR
EQUIP
EQ
EXIST
EXP
EJ (EXP JT)
EXP TO STRUCT
EXT
ETD
FAC
FDC
FT
FE
ABOVE FINISHED FLOOR
ACCESS DOOR / PANEL
AMERICAN WITH DISABILITIES
ACCESSIBILITY GUIDELINES
ACCESSORIES
ADJUST/ ADJUSTABLE
ACOUSTICAL
ANCHOR BOLT
ANODIZED
AIR CONDITIONING
ALUMINUM
AND
ANGLE
APPROVED
APPROXIMATE
ARCHITECTURAL
AT
ANTI TERRORISM / FORCE PROTECTION
AVERAGE
ARCHITECTURAL WOODWORK INSTITUTE
BUILDER'S HARDWARE MANUFACTURER'S
ASSOCIATION, INC.
BEAM
BLOCKING
BOARD
BOTTOM
BUILDING
CONTRACTOR FURNISHED CONTRACTOR
INSTALLED
CHANNEL
CARPET
CEILING
CEILING HEIGHT
CENTER
CENTER LINE
CENTER TO CENTER
CERAMIC TILE
CLEAR
CLEANOUT
CLOSET
COMPANY
COLUMN
CONCRETE
CORRIDOR
CONTRACTING OFFICER'S
REPRESENTATIVE
CONCRETE MASONRY UNIT
CONSTRUCTION
CONTINUOUS
CONTRACTOR
CONTROL JOINT
CUBIC YARD
DETAIL
DIAMETER
DIMENSION
DISPENSER
DOOR
DOWN
DOWNSPOUT
DESCRIPTION
DRAWING
EACH
EXHAUST FAN
ELEVATION
EMERGENCY ROOF DRAIN
EPOXY PAINT
ENGINEER
EQUIPMENT
EQUAL
EXISTING
EXPANSION / EXPOSED
EXPANSION JOINT
EXPOSED TO STRUCTURE
EXTERIOR
ESTIMATED TRAVEL DISTANCE
FACTORY
FIRE DEPARTMENT CONNECTION
FEET
FIRE EXTINGUISHER
FINISH
FLAT PAINT
FINISHED FLOOR
FLOOR
FLOOR DRAIN
FLUORESCENT
FOOTING
FOUNDATION
FIELD VERIFY
GAGE OR GAUGE
GALVANIZED
GYPSUM BOARD FURRING
GOVERNMENT FURNISHED
CONTRACTOR INSTALLED
GOVERNMENT FURNISHED
GOVERNMENT INSTALLED
GLOSSY PAINT
GLASS
GOVERNMENT
GYPSUM
GYPSUM BOARD
HOOKS
HANDRAIL
HARDWARE
HEIGHT
HIGH
HIGH POINT
HOLLOW METAL
HORIZONTAL
HOSE BIBB
HEATING VENTILATION & AIR
CONDITIONING
INCH
INSIDE DIAMETER
INSULATION
INTERIOR
INTERNATIONAL RESIDENTIAL
CODE
JOINT
JOIST
KICK PLATE
LAMINATE
LANDING
LAVATORY
LEFT HAND
LEFT HAND REVERSE
LIGHT
LIGHTING
LONGITUDINAL
LOUVER
LOW POINT
MASONRY
MASONRY OPENING
MANAGER
MANUFACTURER
MATERIAL
MAXIMUM
MECHANICAL
METAL
METAL WALL PANEL
MINIMUM
MISCELLANEOUS
NOT IN CONTRACT
NUMBER
NOT TO SCALE
NATIONAL FIRE PROTECTION
ASSOCIATION
ON CENTER
OWNER FURNISHED
CONTRACTOR INSTALLED
OWNER FURNISHED
GOVERNMENT INSTALLED
OPPOSITE HAND
OPENING
OPEN WEB
OPPOSITE
OUTSIDE DIAMETER
OCCUPATIONAL SAFETY AND
HEALTH ACT
OVERHEAD
POWER DISTRIBUTION UNIT
PAINT OR PRESSURE TREATED
PAIR
PANEL
PARTITION
PLASTER OR PLASTIC
PLATE
PLYWOOD
POUNDS
POUNDS / SQUARE FOOT
POUNDS / SQUARE INCH
PRE-MOLDED JOINT FILLER
PREFABRICATED
QUARRY TILE
REFERENCE
REINFORCEMENT
REQUIRED
REVISIONS / REVISED
ROOF DRAIN
ROOF DRAIN OVERFLOW
RIGHT HAND REVERSE
ROOM
ROUGH OPENING
RUBBER BASE
SEALED CONCRETE
SOLID CORE WOOD
SCHEDULE
SECTION
SEMI-GLOSS PAINT
SHEET METAL
SIMILAR
SOUND TRANSMISSION CLASS
SPECIFICATION
SPRAYED FIRE RESISTIVE MATERIAL
SQUARE
STORM
STAINLESS STEEL
STANDARD
STEEL
STORAGE
STRUCTURAL
SUSPENDED
TOILET
TELEPHONE
THICK
THRESHOLD
TEMPERED GLASS
TOP OF
TOP OF BEAM
TOP OF CONCRETE
TOP OF CURB
TOP OF STEEL
TOP OF WALL
TOUCH-UP
TYPICAL
UNIFIED FACILITIES CRITERIA
UNDERWRITERS LABORATORIES
UNFINISHED
UNLESS NOTED OTHERWISE
VERTICAL
VESTIBULE
VINYL COMPOSITION TILE
VINYL COVE BASE
VENT THRU ROOF
WIDTH
WITH
WATER CLOSET
WALL CLEAN OUT
WOOD
WINDOW
WITHOUT
WATER RESISTANT GYPSUM BOARD
WEATHERSTRIPPING
WINDOW ROUGH OPENING
YARD
FIN
FP
FF
FLR
FD
FLUOR
FTG
FDN
FV
GA
GALV
GBF
GFCI
GFGI
GP
GL
GOVT
GYP
GYP BD (GWB)
HKS
HR
HDW
HGT
H
HP
HM
HORIZ
HB
HVAC
IN
ID
INSUL
INT
IRC
JT
JST
KP
LAM
LDG
LAV
LH.
LHR
LT
LTG
LONG
LVR
LP
MAS
MO
MGR
MANUF
MATL
MAX
MECH
MTL
MWP
MIN
MISC
NIC
NO (#)
NTS
NFPA
OC
OFCI
OFGI
OH
OPNG
OW
OPP
OD
OSHA
OVHD
PDU
PT
PR
PNL
PART
PLAS
PL
PLYWD
LBS OR #
PSF
PSI
PMJF
PRE-FAB
QT
REF
REINF
REQ'D
REV
RD
RDO
RHR
RM
RO
RB
SC
SCW
SCHED
SECT
SGP
SHT MET
SIM
STC
SPEC(S)
SFRM
SQ
ST
SS
STD
STL
STOR
STRUCT
SUSP
TOIL / TLT
TEL
THK
T'HOLD
TG
T/
TOB
TOC
T/C
TOW
T/W
TU
TYP
UFC
UL
UNFIN
UNO
VERT
VEST
VCT
VCB
VTR
W
W/
WC
WCO
WD
WDW
W/O
WRGB
WS
WRO
YD
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D1
D2
3'-11"
25'-3"
EXISTING CONCRETE EQUIPMENT PAD
DEMOLITION PLAN - MECHANICAL ROOM
NEW WORK PLAN - MECHANICAL ROOM
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EXISTING EXTERIOR WALL
R-19 BATT INSULATION
20 GAUGE METAL STUDS SPACED 16" O.C. SECURED TO
THE UNDERSIDE OF THE FLOOR ABOVE.
5/8" GWB, LEVEL 4 FINISH, PRIME AND PAINT
6" RUBBER WALL BASE TO MATCH EXISTING
SECURE BOTTOM AND TOP TRACK TO STRUCTURE WITH
1/4" FASTENERS, SPACED AT 24" O.C.
SCALE: NONE
WALL SECTION AT EXTERIOR WALL
3-1/2" SOUND BATT INSULATION
20 GAUGE METAL STUDS SPACED 16" O.C.
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