B.08.02 LVN Bldg 22 HVAC_RTA Plans.pdf
PDF 9 MB Posted
- Attached to
- B22 HVAC Construction
- Solicitation number
- W912DQ24R4042
About this file
This document is a set of design drawings and specifications for a design-bid-build project to replace and repair the HVAC system for historic building 196 at Fort Leavenworth, Kansas. The project is being solicited by the Department of the Army Corps of Engineers Engineering District Kansas City. The work includes repairs to the ancillary electrical and architectural structures. Building 196 is part of the Fort Leavenworth National Historic Landmark District, so the Secretary of the Interior's Standards for the Treatment of Historic Properties will apply. The solicitation number is W912DQ24R4042. The project involves renovating the HVAC system, including replacing and upgrading mechanical equipment, ductwork, piping, and controls. The drawings provide details on the demolition, construction, and renovation work required. Key details include basement and floor plans, HVAC equipment and ornamental screen details, partition types, and door and hardware schedules.
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C:\Users\G5EDDLDW\Documents\498133_VRF_BLDG_22_RVT20_G_g5eddldw.rvt
7/30/2024 12:18:56 PM
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KANSAS CITY DISTRICT
HVAC RENOVATION BLDG. 22
FORT LEAVENWORTH, KANSAS
W912DQ24R4042
TBD
AUGUST 2024
498113, FY-23
PRODUCTION DATA 4PRODUCTION DATA 3
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GENERAL
SHEET NUMBER SHEET NAME
G-001 COVER SHEET AND PROJECT SHEET INDEX
G-010 GENERAL PROJECT ABBREVIATIONS
G-011 GENERAL PROJECT NOTES, ABBREVIATIONS
G-014 LOCATION AND VICINITY MAP - FT LEAVENWORTH
ARCHITECTURAL
SHEET NUMBER SHEET NAME
AD100 BUILDING 22 BASEMENT DEMOLITION FLOOR PLAN
AD130 BUILDING 22 BASEMENT REFLECTED CEILING DEMOLITION PLAN
AD131 BUILDING 22 FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN
AD132 BUILDING 22 SECOND FLOOR REFLECTED CEILING DEMOLITION PLAN
A-100 BUILDING 22 NEW WORK BASEMENT FLOOR PLAN
A-130 BUILDING 22 NEW WORK BASEMENT REFLECTED CEILING PLAN
A-131 BUILDING 22 NEW WORK FIRST FLOOR REFLECTED CEILING PLAN
A-132 BUILDING 22 NEW WORK SECOND FLOOR REFLECTED CEILING PLAN
A-200 MECHANICAL EQUIPMENT ORNEMENTAL SCREEN ELEVATION AND DETAILS
A-410 ENLARGED PLANS AND DETAILS
A-500 PARITITION TYPES
A-550 MISCELLANEOUS DETAILS
A-600 DOOR, HARDWARE SCHEDULES, DOOR, FRAME ELEVATIONS, AND DETAILS
PLUMBING
SHEET NUMBER SHEET NAME
P-100 BASEMENT FLOOR PLUMBING PLAN
P-500 PLUMBING DETAILS AND SCHEDULE
MECHANICAL
SHEET NUMBER SHEET NAME
M-001 MECHANICAL AND PLUMBING LEGENDS, ABBREVIATIONS AND GENERAL NOTES
MD100 BASEMENT FLOOR MECHANICAL DEMOLITION PLAN
MD110 FIRST FLOOR MECHANICAL DEMOLITION PLAN
MD120 SECOND FLOOR MECHANICAL DEMOLITION PLAN
M-100 BASEMENT FLOOR MECHANICAL PLAN
M-110 FIRST FLOOR MECHANICAL PLAN
M-120 SECOND FLOOR MECHANICAL PLAN
M-400 ENLARGED BASEMENT FLOOR MECHANICAL ROOM PLAN
M-410 ENLARGED FIRST AND SECOND FLOOR MECHANICAL ROOM PLANS
M-500 MECHANICAL DETAILS
M-510 MECHANICAL DETAILS
M-511 MECHANICAL DETAILS
M-600 MECHANICAL SCHEDULES
M-601 MECHANICAL SCHEDULES
M-900 MECHANICAL RISER DIAGRAM
MI600 PROJECT CONTROLS LEGEND
MI601 PROJECT CONTROLS NOTES
MI610 CHILLED WATER SYSTEM CONTROLS DIAGRAM AND SEQUENCE
MI611 HOT WATER SYSTEM CONTROLS DIAGRAM AND SEQUENCE
MI612 CHILLED AND HOT WATER SYSTEMS POINTS SCHEDULES
MI620 DOAU CONTROLS DIAGRAM AND SEQUENCE
MI621 DOAU POINTS SCHEDULE
MI630 FAN COIL UNIT SCHEMATIC
MI631 FCU POINTS SCHEDULE
ELECTRICAL
SHEET NUMBER SHEET NAME
E-001 ELECTRICAL LEGEND
ED100 OVERALL BASEMENT ELECTRICAL DEMOLITION PLAN
ED110 OVERALL FIRST FLOOR ELECTRICAL DEMOLITION PLAN
ED120 OVERALL SECOND FLOOR ELECTRICAL DEMOLITION PLAN
EP100 OVERALL BASEMENT POWER PLAN
EP110 OVERALL FIRST FLOOR ELECTRICAL PLAN
EP120 OVERALL SECOND FLOOR ELECTRICAL PLAN
E-501 ELECTRICAL DETAILS
E-601 ELECTRICAL PANEL SCHEDULES
E-602 ELECTRICAL PANEL SCHEDULES
E-610 MECHANICAL EQUIPMENT ELECTRICAL CONNECTION SCHEDULE
PROJECT SHEET INDEX
STRUCTURAL
SHEET NUMBER SHEET NAME
S-001 STRUCTURAL GENERAL NOTES
S-510 TYPICAL WALL OPENING DETAILS
S-511 TYPICAL CONCRETE FOUNDATION DETAILS
TERMS AND ABBREVIATIONS
A
ANGLE
AIR CONDITIONING
AIR CONDITIONING UNIT
ANCHOR BOLT
ABOVE
ALTERNATING CURRENT
ACCESSIBLE
AMERICAN CONCRETE INSTITUTE
ACRYLIC PLASTIC
ACCESS DOOR
ACCESS PANEL
ALUMINUM CABLE STEEL REINFORCED
ACOUSTIC
ACOUSTICAL CEILING TILE
ADDITIONAL
ADDENDUM
ADHESIVE
ADJACENT / ADJOINING / ADJUSTABLE
AUTOMATIC DOOR OPERATOR
ABOVE FINISHED FLOOR
AGGREGATE
ANCHOR
AIR HANDLING UNIT
AREA INLET
AMPERE INTERRUPTING CAPACITY
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
AMERICAN IRON AND STEEL INSTITUTE
ACTIVE LEAF
ALTERNATE
ALUMINUM
AMBIENT
AMPERE
ANODIZE
AMERICAN NATIONAL STANDARDS INSTITUTE
APPROVED
APPROXIMATE
ARCHITECT / ARCHITECTURAL
AMERICAN REFRIGERATION INSTITUTE
ASBESTOS
ABOVE SUSPENDED CEILING
ASPHALT
AMERICAN SOCIETY FOR TESTING & MATERIALS
ACOUSTICAL TILE CEILING
AUTOMATIC
AVENUE
AVERAGE
AMERICAN WIRE GAUGE
ACOUSTICAL WALL TREATMENT
L A/C
A/C UNIT
AB
ABV
AC
ACC
ACI
ACR
ACS DR
ACS PNL
ACSR
ACST
ACT
ADD'L
ADDM
ADH
ADJ
ADO
AFF
AGGR
AHR
AHU
AI
AIC
AISC
AISI
A.L.
ALT
ALUM
AMB
AMP
ANOD
ANSI
APPD
APPROX
ARCH
ARI
ASB
ASC
ASPH
ASTM
ATC
AUTO
AVE
AVG
AWG
AWT
B
BOTTOM OF
BALL AND BURLAP
BULLETIN BOARD
BOOKCASE
BOARD
BOUNDARY
BRICK EXPANSION JOINT
BEVEL
BITUMINOUS
BED JOINT
BUILDING LINE
BUILDING
BELOW
BENCHMARK
BOTTOM OF
BOTTOM OF DUCT
BOTTOM OF LOUVER
BOTTOM OF REGISTER
BOTTOM OF STEEL
BOTTOM
BOTTOM OF UNIT
BACK PLASTER(ED)
BRACING
BRIDGING
BEARING
BEARING PLATE
BRICK
BRACKET
BRONZE
BOTH SIDES
BASEMENT
BOTTOM
BRITISH THERMAL UNIT
BTU PER HOUR
BETWEEN
BUILT-UP ROOFING
BOTH WAYS
B/ B&B
BB
BC
BD
BDRY
BEJ
BEV
BITUM
BJT
BL
BLDG
BLW
BM
BO
BOD
BOL
BOR
BOS
BOT
BOU
BP
BRCG
BRDG
BRG
BRG PL
BRK
BRKT
BRZ
BS
BSMT
BTM
Btu
BtuH
BTWN
BUR
BW
C
CABINET
CAPACITY
CATCH BASIN
CUBICLE CURTAIN TRACK
CLOSED CIRCUIT TELEVISION
COVER ELEVATION
CEMENT
CEMENT PLASTER
CERAMIC
CONDUCTIVE FLOORING
COUNTERFLASHING
CUBIC FEET PER MINUTE
COLD FORMED METAL FRAMING
CUBIC FEET PER SECOND
CORNER GUARD
CHALKBOARD
CHAMFER
CHIMNEY
CHECK
CHROME PLATED
CAST IRON / CURB INLET
CAST-IN-PLACE
CIRCULAR
CONTROL JOINT / CONSTRUCTION JOINT
CIRCUIT
CIRCUIT BREAKER
CENTER LINE
CHAIN LINK FENCE
CEILING
CEILING HEIGHT
CLEAR GLASS
CONTRACT LIMIT LINE
CLOSET
CLOSURE
CLEAR(ANCE)
CLEAR WIRED GLASS
CENTIMETER(S)
CORRUGATED METAL PIPE
COMPOSITE
CAB
CAP
CB
CCT
CCTV
CE
CEM
CEM PLAS
CER
CFI
CFLG
CFM
CFMF
CFS
CG
CH BD
CHFR
CHIM
CHK
CHR PL
CI
CIP
CIRC
CJ
CKT
CKT BRKR
CL
CLF
CLG
CLG HT
CLGL
CLL
CLO
CLOS
CLR
CLWG
cm
CMP
CMPST
C (CONTINUED)
CONCRETE MASONRY UNIT
CONDUIT
CONDUCTIVE NEOPRENE LATEX
CORNER
COUNTER
CLEANOUT
CARBON DIOXIDE
CORPS OF ENGINEERS
COEFFICIENT
CONTRACTING OFFICER REPRESENTATIVE
COLUMN
COMMON
COMBUSTION
COMMUNICATION
COMPARTMENT
CONCRETE
CONNECT
CONSTRUCTION
CONTINUE / CONTINUOUS
CONTRACTOR
COORDINATE
CORRIDOR
COVER
CONTROL POINT
COMPRESSIBLE
CARPET
CIRCUMFERENCE
CORROSIVE RESISTANT STEEL
CROSS GRAIN
COURSE(S)
CONCRETE REINFORCING STEEL INSTITUTE
CAST STONE
COUNTERSUNK
CASEMENT
CERAMIC TILE / CURRENT TRANSFORMER
CENTER TO CENTER
CENTER
CONDENSING UNIT
COPPER
CUBIC FEET
CABINET UNIT HEATER
CUBIC YARDS
CEILING VENT
CONDUCTIVE VINYL HOMOGENEOUS (SHT TYPE)
COLD WATER
CYLINDER
CMU
CND
CNL
CNR
CNTR
CO
CO2
C.O.E.
COEFF
C.O.R.
COL
COM
COMB
COMM
COMPT
CONC
CONN
CONSTR
CONT
CONTR
COORD
CORR
COV
CP
CPRS
CPT
CRCMF
CRES
CRG
CRS
CRSI
CS
CSK
CSMT
CT
C TO C
CTR
CU
Cu
CU FT
CUH
CU YD
CV
CVH
CW
CYL
D PENNY (AS IN NAIL - 10d)
DATUM
DRY BULB
DOUBLE
DOUBLE ACTING DOOR
DOWELED CONTROL JOINT
DUMMY CONTROL JOINT
DEGREE
DEMOLITION
DEPRESSION
DEPARTMENT
DETAIL
DRINKING FOUNTAIN
DOUBLE HUNG / DUCT HEATER
DIAMETER
DIAGONAL
DIMENSION
DISCONNECT
DISPENSER
DISTRIBUTION PANEL
DIVISION
DEAD LOAD
DAMPPROOFING
DAMPER
DEMOUNTABLE
DOWN
DOOR / DRAIN
DRAINBOARD
DOOR CLOSER
DOUBLE STRENGTH (GLASS)
DOWNSPOUT
DRAIN TILE
DOVETAIL
DRAWING
DOWEL
DRAWER
DUMBWAITER
DIRECT EXPANSION
d
DAT
DB
DBL
DBL ACT DR
DCJ
DCJT
DEG
DEMO
DEPR
DEPT
DET
DF
DH
DIA
DIAG
DIM
DISC
DISP
DISTR PNL
DIV
DL
DMPF
DMPR
DMT
DN
DR
DRB
DR CL
DS
DS
DT
DVTL
DWG
DWL
DWR
DWTR
DX
E
EAST
EACH
ENTERING AIR TEMPERATURE
ELECTRICAL CONTRACTOR
EACH FACE
EXPANSION JOINT
ELEVATION - GRADE OR BUILDING
ELECTRIC
ELECTRIC / ELECTRICAL
ELEVATION
EXPANDED METAL
EMBEDMENT
ESTIMATED MAXIMUM DEMAND
EMERGENCY
ENCLOSE(URE)
ENTRANCE, ENTERING
ELECTRICAL PANELBOARD
EXPLOSION PROOF
EPOXY COATING
EQUAL
EQUIPMENT
EQUIVALENT
ESCALATOR
ESTIMATE(D)
EACH WAY
ELECTRIC WATER COOLER
ENTERING WATER TEMPERATURE
EXCAVATE
EXHAUST
EXHAUST AIR
EXISTING
EXISTING
EXPANSION/ EXPOSED
EXPANSION BOLT
EXTERIOR
E
EA
EAT
EC
EF
EJ
EL
EL
ELEC
ELEV
EM
EMBED
EMD
EMER
ENCL
ENTR
EP
EPRF
EPY
EQ
EQUIP
EQUIV
ESCAL
EST
EW
EWC
EWT
EXC
EXH
EXH A
EXIST
EXST
EXP
EXP BT
EXT
F
FAHRENHEIT
FIRE ALARM / FRESH AIR
FIRE APPARATUS CLOSET
FRESH AIR INTAKE
FLOOR BEAM
FIRE BRICK
FOOT CANDLE
FACE BRICK
FACING
FLOOR CONSTRUCTION JOINT
FLOOR CLEANOUT
FAN COIL UNIT
FLOOR DRAIN
FIRE DAMPER
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER BRACKET
FIRE EXTINGUISHER CABINET
FACTORY FINISH
FINISHED FLOOR ELEVATION
FIBERGLASS
FIRE HYDRANT / FLAT HEAD
FIRE HOSE CABINET
FLAT HEAD MACHINE SCREW
FIRE HOSE RACK
FIRE HOSE STATION
FLAT HEAD WOOD SCREW
FIGURE
FINISH
FINISH FLOOR
FIXTURE
FLUSH JOINT
FLOW LINE
FLASHING
FLOOR
FLEXIBLE
FLOORING
FLOOR PLATE
FLUORESCENT
FORCE MAIN
FENCE
FOUNDATION
FACE OF CONCRETE
FACE OF FINISH
FACE OF MASONRY
FACE OF STUD
FIRE PARTITION / FIREPROOF
FEET PER MINUTE
FIRE RESISTANT / FRAME
FORGED
FRAMING
FIRE-RETARDANT
FULL SIZE
FASTEN(ER)
FEET
FOOTING
FURRING
FUTURE
FIRE WATER
FABRIC WALL COVERING
F
FA
FAC
FAI
FB
F BRK
FC
FC BRK
FCG
FCJ
FCO
FCU
FD
FDMPR
FDTN
FE
FEB
FEC
FF
FFE
FGL
FH
FHC
FHMS
FHR
FHS
FHWS
FIG
FIN
FIN FLR
FIXT
FJT
FL
FLASH
FLR
FLEX
FLG
FLR PL
FLUOR
FM
FN
FND
FOC
FOF
FOM
FOS
FP
FPM
FR
FRG
FRMG
FRT
FS
FSTNR
FT
FTG
FURG
FUT
FW
FWC
G
NATURAL GAS
GAGE / GAUGE
GALLON(S)
GALVANIZED
GALVANIZED STEEL
GRAB BAR
GRADE BEAM
GENERAL CONTRACTOR
GENERAL
GROUND FACE
GROUND FAULT CIRCUIT INTERRUPTER
GOVT-FURNISHED EQUIPMENT
GOVT-FURNISHED EQUIPMENT /
CONTRACTOR INSTALLED
GALVANIZED IRON
GALVANIZED IRON PIPE
GASKET(ED)
GLASS
GLASS BLOCK
GLASS FIBER
GLAZING
GLAZED CONCRETE MASONRY UNITS
GROUND
GOVERNMENT
GALLONS PER MINUTE
GYPSUM TILE
GROUND
GRANITE
GRADE LINE
GRATING
GLAZED STRUCTURAL TILE
GLAZED STRUCTURAL UNITS
GROUT
GLAZED WALL TILE
GATE VALVE
GYPSUM
GYPSUM BOARD
GYPSUM PLASTER
G
GA
GAL
GALV
GALV STL
GB
GB
GC
GEN
GF
GFCI
GFE
GFE/CI
GI
GIP
GKT
GL
GL BLK
GLF
GLZ
GLZ CMU
G
GOVT
GPM
GPT
GRND
GRAN
GR LN
GRTG
GST
GSU
GT
GWT
GV
GYP
GYP BD
GYP PLAS
H
HOUR
HOSE BIBB
HOLLOW CORE
HALON CONTAINMENT DAMPER
HANDICAPPED
HEAD / HEAVY DUTY
HARDBOARD
HEAD JOINT
HEADER
HARDWARE
HARDWOOD
HIGH EARLY-STRENGTH CEMENT
HEXAGON
HANDHOLE
HOOK(S)
HOLLOW METAL
HANDRAIL
HORIZONTAL
HIGH PRESSURE / HORSEPOWER
HIGH POINT
HOUR
HIGH STRENGTH
HIGH-STRENGTH GYPSUM PLASTER
HOUSEKEEPING
HEIGHT
HEATING
h
HB
HC
HCD
HCP
HD
HDBD
HD JT
HDR
HDW
HDWD
HES
HEX
HH
HK
HM
HNDRL
HORIZ
HP
HPT
HR
HS
HSGYP
HSKPG
HT
HTG
I
INTERNATIONAL BUILDING CODE
INTERCOM
INSIDE DIAMETER
ILLUMINATING ENGINEERING SOCIETY
OF NORTH AMERICA
INTERLOCK
INCH
INCINERATOR
INCLUDED
INFORMATION
INSULATING FILL
INSULATION
INTERIOR
INTERMEDIATE
INVERT
IRON PIPE
IRON PIPE SIZE
INSIDE PIPE SIZE
INDUSTRIAL SEWER
IBC
IC
ID
IESNA
ILK
IN
INCIN
INCL
INFO
INSF
INSUL
INT
INTM
INV
IP
IPS
I.P.S.
IS
J
JANITOR’S CLOSET
JUNCTION BOX
JUNCTION
JOIST
JOINT
JAN CLO
J-BOX
JCT
JST
JT
K
KILOGRAM
KILOPOUND (1000 POUNDS)
KITCHEN
KNOCKOUT PANEL
KILOPASCAL
KICKPLATE
KILOMETER
KILOVOLTS
KILOVOLT AMPERES
KILOVOLT AMPERES REACTIVE
KILOWATT
KEYWAY
kg
KIP
KIT
KOP
kPa
KPL
km kV kVA kVAR kW
KWY
L
ANGLE (# INDICATES SIZE)
LENGTH OF DEVELOPMENT
LABORATORY
LADDER
LAMINATE
LEAVING AIR TEMPERATURE
LAUNDRY
LAVATORY
LAG BOLT / POUND
POUNDS
LABEL
LUMBER
LIGHT CONTROL
LOAD
LOADING
LENGTH
LENGTH
LEFT HAND(ED)
LINEAR
LOCKER
LIVE LOAD
LEAD-LINED DOOR
LONG LEG VERTICAL
LUMEN
LIMESTONE
LINTEL
LONGITUDINAL
LIGHTPROOF
LIGHTPROOF DOOR
LIGHTPROOF LOUVER
LOW POINT
LIVING ROOM
LAWN SPRINKLER / LOW STEEL
LIGHT
LIGHTWEIGHT
LIGHTING
LIGHTNING
LOUVER
LIGHTWEIGHT CONCRETE
LEAVING WATER TEMPERATURE
L# Ld
LAB
LAD
LAM
LAT
LAU
LAV
LB
LBS
LBL
LBR
LC
LD
LDG
LG
LGTH
LH
LIN
LKR
LL
LLD
LLV
LM
LMST
LNTL
LONG
LP
LPD
LPL
LPT
LR
LS
LT
LT WT
LTG
LTNG
LVR
LWC
LWT
M
METER(S)
MATCHED AND BEADED
MACHINE
MASONRY
MATERIAL(S)
MAXIMUM
MACHINE BOLTS
MEMBER
MEDICINE CABINET
MASONRY CONTROL JOINT
METAL-CASED OPENING
METAL DIVIDER STRIP
MECHANICAL
MECHANICAL ROOM
MEDIUM
MEMBRANE
METAL EDGE STRIP
METAL FLOOR DECKING
MANUFACTURING
MANUFACTURER
MOTOR GENERATOR
MATTE-GLAZED TILE
MANHOLE
MALLEABLE IRON
MINIMUM
MIRROR
MISCELLANEOUS
METAL LATH
MONOLITHIC
MOULDING
MILLWORK
MILLIMETER(S)
MATERIAL NOT IN CONTRACT
(INSTALLATION BY CONTRACTOR)
m M&B
MACH
MAS
MATL
MAX
MB
MBR
MC
MCJ
MCO
MDS
MECH
MECH RM
MED
MEMB
MES
MFD
MFG
MFR
MG
MGT
MH
MI
MIN
MIRR
MISC
ML
ML
MLDG
MLWK
mm
MNIC
N
NUMBER SYMBOL FOR REBAR SIZE
NOT APPLICABLE
NORTH
NATURAL
NORMALLY CLOSED
NATIONAL ELECTRICAL CODE
NATIONAL ELECTRICAL MANUFACTURERS
ASSOCIATION
NATIONAL FIRE PROTECTION ASSOCIATION
NICKEL
NOT IN CONTRACT
NAILABLE
NEOPRENE LATEX
NONMETALLIC
NORMALLY OPEN / NUMBER
NOMINAL
NOISE REDUCTION
NOISE REDUCTION COEFFICIENT
NOT REQUIRED
NOT TO SCALE
N/A N
NAT
NC
NEC
NEMA
NFPA
Ni
NIC
NL
N.L.
NM
NO
NOM
NR
NRC
N'REQD
NTS
O
OUTSIDE AIR
OBSCURE
OBSERVATION WINDOW
ON CENTER
ON CENTER EACH WAY
OUTSIDE DIAMETER
OFFICE
OBSCURE GLASS
OVERHEAD
OVERHEAD ELECTRIC
OVALHEAD MACHINE SCREW
OVALHEAD WOOD SCREW
OPPOSITE HAND
OPENING
OPPOSITE
OPAQUE
OPERATIONS
OUTSIDE SCREW AND YOKE
OBSCURE WIRED GLASS
OA
OBSC
OBW
OC
OCEW
OD
OFC
OGL
OH
OHE
OHMS
OHWS
OP
OPNG
OPP
OPQ
OPS
OS & Y
OWGL
P
POLE
PUBLIC ADDRESS
PARALLEL
PANIC BAR
PARTICLE BOARD
PUSH BUTTON STATION
PIECE
PRECAST CONCRETE
POUNDS PER CUBIC FOOT
CEMENT PLASTER (PORTLAND)
PAVEMENT DRAIN
PEDESTAL
PERFORATE(D)
PERIMETER
PHASE
PHARMACY
POINT OF INTERSECTION
PREFAB ISOLATION POWER UNIT
POST INDICATING VALVE
PLATE / POWER LINE / PROPERTY LINE
PLASTIC LAMINATE
PLASTER
PLATFORM
PLUMBING
POUNDS PER LINEAR FOOT
PILING
PLATE GLASS
PLYWOOD
PANEL
POLISHED
PORCELAIN
PORTABLE
POWER POLE
POLISHED PLATE GLASS
PARTS PER MILLION
PAIR
PREFABRICATE(D)
PREFINISHED
PREFORMED
PARKING
PROJECT
PROPOSED
PRESSURE-REGULATING VALVE
PIPE SPACE
PRESSED STEEL
PRESTRESSED CONCRETE
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PNEUMATIC TUBE / POINT / PAINT(ED)
POST-TENSIONED CONCRETE
PAPER TOWEL DISPENSER
PARTITION
PAPER TOWEL RECEPTACLE
PAVED
POLYVINYL CHLORIDE
PAVING
PASS WINDOW
P
PA
PAR
PB
PBD
PBS
PC
PCC
PCF
PCP
PD
PED
PERF
PERIM
PH
PHAR
PI
PIPU
PIV
PL
PLAM
PLAS
PLAT
PLBG
PLF
PLG
PL GL
PLYWD
PNL
POL
PORC
PORT
PP
PPGL
PPM
PR
PREFAB
PREFIN
PREFMD
PRPK
PROJ
PROP
PRV
PS
P.S.
PS CONC
PSF
PSI
PT
PT CONC
PTD
PTN
PTR
PV
PVC
PVG
PW
Q
QUARRY TILE
QUART
QUARTER
QUARTER ROUND
QUANTITY
QT
QT.
QTR
1/4 RND
QTY
R
RADIUS / RANGE / RISER
RETURN AIR
RABBETED
RETURN AIR GRILLE
RETURN AIR REGISTER
RUBBER BASE / RESILIENT BASE / ROOF BEAM
RUBBLE STONE
RUBBER
REMOTE CONTROL
REINFORCED CONCRETE BOX
REINFORCED CONCRETE PIPE
RECEIVER
ROOF DRAIN / ROAD
RIGID INSULATION
RECEPTACLE
RECREATION ROOM
RECTIFIER
REFERENCE
REFLECT
REFRIGERATION
REGISTER / REGLET
REINFORCE / REINFORCEMENT
REMOVE(ABLE)
REQUIRED
RESILIENT
RETURN
REVISION
ROOFING
RELATIVE HUMIDITY / RIGHT HAND / ROOF HATCH
RACK
RAILING
ROOM
ROUND
ROUGH OPENING
RIGHT OF WAY
RETRACTABLE PARTITION
REVOLUTIONS PER MINUTE
RAISED PATTERN RUBBER TILE
RUBBER TILE FLOOR
REVERSE
RIVET
RAINWATER CONDUCTOR
R
RA
RAB
RA GR
RAR
RB
RBL
RBR
RC
RCB
RCP
RCVR
RD
RDG INS
RECPT
REC ROOM
RECT
REF
REFL
REFR
REG
REINF
REM
REQ'D
RESIL
RET
REV
RFG
RH
RK
RLG
RM
RND
RO
ROW
RP
RPM
RPRT
RTF
RVS
RVT
RWC
S
SOUTH
SUPPLY AIR
SPLASH BLOCK
SECURITY BARS
SOLID CORE
SCHEDULE
SAWED CONTRACTION JOINT
SCREEN
STRUCTURAL CLAY TILE
STORM DRAIN
STEEL DOOR INSTITUTE
STORM DRAIN MANHOLE
SECTION
SEQUENCE
SAFETY GLASS
STRUCTURAL FACING TILE UNIT
STRUCTURAL FACING UNIT
SHEET GLASS
SHOULDER
SHEET
SHEATHING
SHELVING
SIMILAR
STEEL JOIST INSTITUTE
SKYLIGHT
SEALANT
SLEEVE
SHEET METAL
SHEET METAL SCREWS
SLAB-ON-GRADE
SHUT OFF VALVE
SPACING
SPACER
SPECIAL
SOUNDPROOF DOOR
SPECIFICATION
SOUNDPROOF
SPECIAL FINISH
SPACE HEATER
SPEAKER
SQUARE
SQUARE HEAD
SHELF AND ROD
SERVICE SINK / SANITARY SEWER /
STANDING SEAM (ROOF)
SANITARY SEWER MANHOLE
STAINLESS STEEL
STATION
STANDARD
SEATING
STEEL
STORAGE
STATIC PRESSURE
STRINGER
STRUCTURAL
STAIRWAY
SUBFLOOR
SUSPENDED
SHEET VINYL
SWITCH / SIDEWALK / SHEAR WALL
SWITCHBOARD
SYMMETRICAL
SYNTHETIC
SYSTEM
S
SA
SB
S.B.
SC
SCHED
SCJ
SCRN
SCT
SD
SDI
SD MH
SECT
SEQ
SFGL
SFTU
SFU
SG
SHLDR
SHT
SHTHG
SHV
SIM
SJI
SKLT
SLNT
SLV
SM
SMS
SOG
SOV
SP
SPC
SPCL
SPD
SPEC(S)
SPF
SP FIN
SPH
SPKR
SQ
SQHD
S&R
SS
SS MH
SST
STA
STD
STG
STL
STOR
ST PR
STR
STRUCT
STWY
SUB FL
SUSP
SV
SW
SWBD
SYMM
SYNTH
SYS
TEMPERATURE / TEMPORARY
TERRAZZO
TERMINAL
TOGGLE
TRUSS HEAD
THICK(NESS)
THRESHOLD
TACKBOARD
TACKSTRIP
TOP OF
TOP OF CONCRETE
TOP OF DUCT
TOLERANCE / TOP OF LOUVER
TOPOGRAPHY
TOP OF SLAB / TOP OF STEEL
TOP OF WALL
TEST PIT
TOILET PAPER DISPENSER
TOILET PARTITION
TRANSOM
TRANSVERSE
THERMOSTAT
TELEVISION
TYPICAL
TEMP
TER
TERM
TGL
TH
THK
THRES
TK BD
TKS
TO
TOC
TOD
TOL
TOPO
TOS
TOW
TP
TPD
TPTN
TRANS
TRANS
TSTAT
TV
TYP
U
UNITED STATES
UNIT COOLER
UNIFIED FACILITIES CRITERIA
UNDERGROUND
UNDERGROUND ELECTRIC
UNDERGROUND
UNDERGROUND TELEPHONE
UNIT HEATER
UNKNOWN
UNDERWRITERS LABORATORIES
UNEXCAVATED
UNFINISHED
UNLESS NOTED OTHERWISE
UNINTERRUPTABLE POWER SUPPLY
URINAL
UTILITY
UNIT VENTILATOR
U.S.
UC
UFC
UG
UGE
UGND
UGT
UH
UKN
UL
UNEX
UNFIN
UNO
UPSUR
UTIL
UTY
UV
V
VOLT
VARNISH
VINYL BASE
VITRIFIED CLAY PIPE
VINYL COMPOSITION TILE
VITRIFIED CLAY TILE
VAULT DOOR
VENTILATOR(TION)
VERTICAL
VESTIBULE
VINYL FABRIC
VERTICAL GRAIN
VINYL HOMOGENEOUS
V-JOINT(ED)
VENEER
VOLUME
VAPOR RETARDER
VERMICULITE
VENT STACK
VOLTAGE TRANSFORMER
VENT THRU ROOF
VINYL WALL COVERING
V
VAR
VB
VCP
VCT
VCT
VD
VENT
VERT
VEST
VF
VG
VH
VJ
VNR
VOL
VR
VRM
VS
V.T.
VTR
VWC
W
WEST
WITH
WITHOUT
WET BULB
WOOD BLOCKING
WATER CLOSET
WHEELCHAIR
WOOD-CASED OPENING
WOOD
WOOD DOOR
WASTE DISPOSER
WINDOW
WIDE FLANGE
WIRED GLASS
WALL HUNG
WATER HEATER
WHEEL BUMPER
WATT-HOUR METER
WROUGHT IRON
WORK SHOP
WATER LINE
WIRE MESH
WATER MANHOLE
WITHOUT
WATERPROOF(ING)
WEATHERPROOF
WORKING POINT
WASTE RECEPTACLE
WARDROBE
WATERSTOP
WASTE STACK
WAINSCOT
WEIGHT
WIDTH
WATER VALVE
WALL TO WALL
WELDED WIRE FABRIC
WELDED WIRE MESH
WELDED WIRE REINFORCEMENT
W W/
W/OUT
WB
WBL
WC
W/C
WCO
WD
WD
WDSP
WD
WWF
WGL
WH
WH
WHB
WHM
WI
WKSH
WL
WM
WMH
W/O
WP
WP
WP
WR
WRB
WS
W.S.
WSCT
WT
WTH
WV
W/W
WWF
WWM
WWR
X - Z
TRANSFORMER
YARD
YARD DRAIN
XFMR
YD
YD
H (CONTINUED)
HEATER
HEATING, VENTILATING & AIR CONDITIONING
HYDRAULIC
HERTZ
HTR
HVAC
HYDR
Hz
M (CONTINUED)
MASONRY OPENING
MODULAR
MODIFIED
MOTOR
MANUFACTURER
MOVABLE PARTITION
MEGAPASCAL
MOP RECEPTOR
MARBLE BASE
METAL ROOF DECKING
MACHINE SCREWS
METAL THRESHOLD
MOUNT
MOUNTED
METAL FURRING
METAL
MOVABLE
MULLION
MONITORING WELL
MO
MOD
MOD.
MOT
MNFR
MP
MPa
MR
MRB
MRD
MS
MT
MT
MTD
MTFR
MTL
MVBL
MULL
MW
T
TREAD
TOP OF
TOP OF SLAB
TOP AND BOTTOM
TEST AND BALANCE
TONGUE AND GROOVE
TANGENT
TOWEL BAR
TERRA COTTA
TELEPHONE
T T/
T/SLAB
T&B T&G
TAB
TAN
TB
TC
TEL
T (CONTINUED)
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
US Army Corps of Engineers
S O
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A
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N N
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D E
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N E
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D E
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C K
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B Y
D R
A W
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IS
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D A
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B
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Plot Date:
C:\Users\G5EDDLDW\Documents\498133_VRF_BLDG_22_RVT20_G_g5eddldw.rvt
7/30/2024 12:18:57 PM
G-010
G E
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F O
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PRODUCTION DATA 4PRODUCTION DATA 3
E
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K A
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A S
C
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S I D
GENERAL NOTES, SYMBOLS AND LEGENDS
SHEET ID
CT3
SE100
FACILITY / WORK TYPE DESIGNATOR (SEE BELOW)
2-DIGIT DISIPLINE DESIGNATOR (SEE LIST BELOW)
1-DIGIT SHEET TYPE DESIGNATOR (0-9)
2-DIGIT SHEET SEQUENCE (00-99)
SAMPLE SHEET NAME:
SHEET NAMING LEGEND
STRUCTURAL
SEE S-000 SERIES DRAWINGS FOR DESIGN CRITERIA AND NOTES
FIRE PROTECTION
SEE SHEET F-001 FOR LIFE SAFETY DESIGN NOTES AND SYMBOL LEGENDS
SEE SHEET FA001 FOR FIRE ALARM DESIGN NOTES AND SYMBOL LEGENDS
SEE SHEET FX001 FOR FIRE PROTECTION DESIGN
PLUMBING/MECHANICAL
SEE SHEET M-001 FOR DESIGN NOTES AND SYMBOL LEGENDS
ELECTRICAL
SEE SHEET E-001 FOR DESIGN NOTES AND SYMBOL LEGENDS
TELECOMMUNICATIONS
SEE SHEET T-001 FOR DESIGN NOTES AND SYMBOL LEGENDS
1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND THEY
ARE PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS.
2. ADDITIONAL LEGEND AND/OR LEGEND SHEETS MAY APPEAR IN THIS SET
OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS
SHOWN ON THIS SHEET.
3. EXISTING FACILITIES TO BE REMOVED ARE INDICATED BY USE OF
SYMBOLS AND HATCHED THUSLY OR NOTED "TO BE REMOVED"
(TBR).
4688211_CU101.dgn
PROJECT P2 CODE
2-DIGIT DISIPLINE DESIGNATOR (SEE BELOW)
1-DIGIT SHEET TYPE DESIGNATOR (0-9)
2-DIGIT SHEET SEQUENCE (00-99)
FILE TYPE (DGN - MICROSTATION, DWG - AUTOCAD)
NEIGHBORHOOD
REVIT VERSION USED
FAMILY TYPE
FACILITY CODE
FILE TYPE
INTERDISCIPLINARY NOTES AND LEGENDS
CADD FILE NAMING LEGEND
GENERAL NOTES
SAMPLE CADD FILE NAMES:
468821_SEB-FH_CT3-64_RVT18_AI.rvt
R E
V
IT
M
IC
R O
S T
A T
IO
N
/A U
T O
C A
D
GENERAL
G- GENERAL
SURVEY/MAPPING
V- SURVEY/MAPPING
GEOTECHNICAL
B- GEOTECHNICAL
CIVIL
C- CIVIL
CD CIVIL DEMOLITION
CS CIVIL SITE
CG CIVIL GRADING
CP CIVIL PAVING
CU CIVIL SITE UTILITY
LANDSCAPE
LD LANDSCAPE DEMOLITION
LS LANDSCAPE SITE
STRUCTURAL
S- STRUCTURAL GENERAL
SE STRUCTURAL ELEMENTS
ARCHITECTURAL
AD ARCHITECTURAL DEMOLITION
A- ARCHITECTURAL GENERAL
AE ARCHITECTURAL ELEMENTS
INTERIORS
ID INTERIOR DEMOLITION
I- INTERIOR GENERAL
IN INTERIOR ELEMENTS
IF INTERIOR ELEMENTS - FURNITURE
IG INTERIOR GRAPHICS
FIRE PROTECTION
FD FIRE PROTECTION DEMOLITION
F- FIRE PROTECTION GENERAL
FA FIRE ALARM
FX FIRE SPRINKLER
PLUMBING
PD PLUMBING DEMOLITION
P- PLUMBING GENERAL
PP PLUMBING PIPING
MECHANICAL
ELECTRICAL
TELECOMMUNICATIONS
TD TELECOMMUNICATIONS DEMOLITION
T- TELECOMMUNICATIONS GENERAL
TS TELECOMMUNICATIONS SITE
MD MECHANICAL DEMOLITION
M- MECHANICAL GENERAL
MH MECHANICAL HVAC
MI MECHANICAL INSTRUMENTATION / CONTROLS
MP MECHANICAL PIPING
ED ELECTRICAL DEMOLITION
E- ELECTRICAL GENERAL
ES ELECTRICAL SITE
EL ELECTRICAL INTERIOR LIGHTING
EP ELECTRICAL INTERIOR POWER
EY ELECTRICAL INTERIOR AUXILIARY SYSTEMS
EG ELECTRICAL GROUNDING
SHEET DISCIPLINE DESIGNATION
SHEET TYPE DESIGNATOR
0 GENERAL (SYMBOLS LEGENDS, GENERAL NOTES, ETC.)
PLANS
ELEVATIONS
SECTIONS
LARGE-SCALE VIEWS
DETAILS
SCHEDULES AND DIAGRAMS
USER DEFINED
USER DEFINED
3D REPRESENTATIONS
(HORIZONTAL VIEWS)
(VERTICAL VIEWS)
(SECTIONAL VIEWS, WALL SECTIONS)
(PLANS, ELEVATIONS, STAIR SECTIONS, OR SECTIONS THAT ARE NOT DETAILS)
(FOR TYPES THAT DO NOT FALL IN OTHER CATEGORIES,
INCLUDING TYPICAL DETAIL SHEETS)
(FOR TYPES THAT DO NOT FALL IN OTHER CATEGORIES)
(ISOMETRICS, PERSPECTIVES, PHOTOGRAPHS)
DICIPLINE TYPE
PROJECT P2 CODE
HORIZONTAL CONTROL POINT
VERTICAL CONTROL POINT
HORIZONTAL / VERTICAL CONTROL POINT
BORING DRILLED
BORING UNDRILLED
PIEZOMETER
MONITORING WELL
COMMUNICATION VAULT
ELECTRICAL VAULT
NATURAL GAS VAULT
TELEPHONE VAULT
STORM DRAINAGE MANHOLE
NATURAL GAS SHUT-OFF
NATURAL GAS MANHOLE
NATURAL GAS METER
ELECTRICAL HANHOLE
ELECTRICAL MANHOLE
COMMUNICATION MANHOLE
TELEPHONE MANHOLE
FIRE HYDRANT
UTILITY POLE
GUY WIRE
TRANSFORMER (POLE MOUNTED)
WATER HANDHOLE
WATER MANHOLE
WATER METER
SANITARY MANHOLE
SANITARY METER
SEPTIC TANK
SANITARY CLEANOUT
SYMBOL LEGEND - SITE PLAN
W
W
S
S
ST
CO
T
C
E
E
D
G
D
G
C
E
G
T
T
MW
W
EXTERIOR ELEVATION
IDENTIFICATION LETTER
SHEET NUMBER WHERE
EXTERIOR ELEVATION
DRAWING IS SHOWN
EXTERIOR ELEVATION SYMBOL
VIEWING
DIRECTION
A1
A-200
SHEET NUMBER WHERE
DETAIL DRAWING IS SHOWN
DETAIL BOUNDARY
DETAIL IDENTIFICATION LABEL
DETAIL INDICATOR SYMBOL
C3
A-410
D4
A-310
D4
A-310
SECTION
IDENTIFICATION LABEL
SHEET NUMBER
WHERE SECTION
DRAWING IS SHOWN
FULL ELEMENT
SECTION SYMBOL
VIEWING
DIRECTION
B2
A-510
SECTION
IDENTIFICATION LABEL
SHEET NUMBER
WHERE SECTION
DRAWING IS SHOWN
CUT LINE
PARTIAL ELEMENT
SECTION SYMBOL
VIEWING
DIRECTION
CUT LINE
A-550 D3
INDICATES VIEWING
DIRECTION
INTERIOR ELEVATION
IDENTIFICATION LABEL
SHEET NUMBER WHERE
INTERIOR ELEVATION
DRAWING IS SHOWN
INTERIOR ELEVATION
SYMBOL - SINGLE VIEW
A-250 A3
B6
B8
INTERIOR ELEVATION
IDENTIFICATION LABEL (TYP.)
SHEET NUMBER WHERE
INTERIOR ELEVATION
DRAWING IS SHOWN
INTERIOR ELEVATION
SYMBOL - MULTIPLE VIEWS
INDICATES VIEWING
DIRECTION (TYP.)
SHEET REFERENCE SYMBOLS LEGEND
N
PLAN NORTH
TRUE NORTH
GRAPHIC SCALE
DRAWING SCALE TEXT
2m10
DRAWING/DETAIL/SECTION TITLE
DRAWING AREA TITLE SYMBOL
DRAWING LOCATION IDENTIFICATION LETTER
FLOOR PLAN
C2 SCALE: 1:50
CULVERT - DRAINAGE PIPE
ELECTRICAL, PRIMARY
ELECTRICAL, SECONDARY
FENCE
TREE LINE
RIPRAP PLAN VIEW
GUARDRAIL
RAILROAD
LEVEE, NEW
LEVEE, FEDERAL
LEVEE, NON-FEDERAL
BERM
COMMUNICATIONS
FIBER OPTICS
TELEPHONE
WATER LINE
SANITARY SEWER - FORCED
DITCH
PROPERTY LINE
DEMOLITION UTILITY LINE
SANITARY WASTE
STORM DRAIN
GAS (HIGH PRESSURE)
GAS (LOW PRESSURE)
RIGHT OF WAY
CONSTRUCTION CONTRACT LIMIT
CONSTRUCTION EASEMENT
LINE STYLE LEGEND - SITE PLANS
R/W
C/E
SAN
SD
HG
G
COMM
FO
T
W
SS
CP
E
ES
R/W
C/E
SAN
SD
HG
G
COMM
FO
T
W
SS
CP
E
ES
EARTH, COMPACTED
ROCK
GROUT
MATERIAL SYMBOL LEGEND
CONCRETE
FILTRATION BED
ASPHALT
SAND
STEEL
EARTH, UNDISTURBED
U .S
A
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S O
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Plot Date:
C:\Users\G5EDDLDW\Documents\498133_VRF_BLDG_22_RVT20_G_g5eddldw.rvt
7/30/2024 12:18:57 PM
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PRODUCTION DATA 4PRODUCTION DATA 3
E
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N S
A S
C
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S
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VICINITY MAP
SCALE: NONE
PROJECT LOCATION MAP
SCALE: NONE
PROJECT
LOCATION
TOPEKA
LAWRENCE
KANSAS CITY
OLATHE
FORT LEAVENWORTH
KANSAS
MISSOURI
SAVANNAH
NEBRASKA
S A
N T
A F
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R A
IL
METROPOLITAN AVE
M
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S O
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A V
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W O
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KANSAS AVE
S H
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S H
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M A
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POPE AVE
KEARNY AVE
ORGAN AVE
McPHERSON AVE
M c C
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L L A
N A
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McPHERSON AVE
SHERMAN ARMY
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ER
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SCALE: NONE
PROJECT
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U .S
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S O
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Plot Date:
C:\Users\G5EDDLDW\Documents\498133_VRF_BLDG_22_RVT20_G_g5eddldw.rvt
7/30/2024 12:18:58 PM
G-014
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GENERAL STRUCTURAL NOTES
I. APPLICABLE CODES:
A. ACI 301-10, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS.
B. ASCE 7-16, MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND
OTHER STRUCTURES.
C. AWS D1.1 STRUCTURAL WELDING CODE, STEEL, 2020.
D. IBC, INTERNATIONAL BUILDING CODE, IBC 2018.
E. IEBC, INTERNATIONAL EXISTING BUILDING CODE, IBC 2018.
F. SP-66 (2004), ACI DETAILING; MANUAL.
G. ACI 318/318R-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.
H. ACI 355.4-11, QUALIFICATION OF POST-INSTALLED ADHESIVE ANCHORS IN CONCRETE.
I. AWC NDS-18 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH 2018
SUPPLEMENT.
J. UFC 1-200-01 WITH CHANGE 1, 01 OCTOBER 2020, GENERAL BUILDING REQUIREMENTS.
K. UFC 3-301-01, WITH CHANGE 1, 04 FEBRUARY 2022, STRUCTURAL ENGINEERING.
L. UFC 4-010-01, WITH CHANGE 1, 19 AUGUST 2020, DOD MINIMUM ANTI-TERRORISM
STANDARDS FOR BUILDINGS.
II. DESIGN LOADS
A. RISK CATEGORY = II
B. DEAD LOAD (IN ADDITION TO FRAMING SELF WEIGHT)
1. FIRST FLOOR (INCLUDING COLLATERAL LOAD) = 94 PSF
2. SECOND FLOOR (INCLUDING COLLATERAL LOAD) = 22 PSF
C. LIVE LOAD
EXISTING LIVE LOAD IS UNKNOWN, RENOVATION DOES NOT INCLUDE CHANGE IN LIVE
LOAD OCCUPANCY.
D. SNOW LOAD
1. GROUND SNOW, Pg = 20 PSF
2. MINIMUM ROOF SNOW LOAD, Pm = 20 PSF
3. IMPORTANCE FACTOR, Is = 1.0
4. THERMAL FACTOR, Ct = 1.2
5. BUILDING SNOW LOAD ANALYSIS NOT REQUIRED.
E. WIND LOAD
1. BASIC WIND SPEED (3 SECOND GUST) = 110 MPH (UFC 3-301-01)
2. EXPOSURE CATEGORY = C
3. INTERNAL PRESSURE COEFFICIENT= FULLY ENCLOSED GCpi=+/- 0.18
4. Kzt = 1.0
5. Kd = 0.85
6. BUILDING WIND ANALYSIS NOT REQUIRED.
F. SEISMIC LOAD
1. IMPORTANCE FACTOR, Ie = 1.0
2. Ss = 0.091
3. S1 = 0.065
4. SITE CLASS D (ASSUMED)
5. Sds = 0.097
6. Sd1= 0.104
7. SEISMIC DESIGN CATEGORY B
8. BUILDING SEISMIC ANALYSIS NOT REQUIRED.
G. ANTI-TERRORISM FORCE PROTECTION
1. PER UFC 04-010-01 DOD, MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS,
WITH CHANGE 1, 19 AUGUST 2020.
III. GENERAL NOTES
A. DESIGN DRAWINGS SHOW INTENT OF REQUIRED CONSTRUCTION AND SPECIFIC
CONSTRUCTION AS NEEDED TO FACILITATE CLEAR DETAILING. FOR SPECIFIC
CONDITIONS NOT SHOWN, THE CONTRACTOR SHALL PROVIDE DETAILS OF
CONSTRUCTION SIMILAR TO THOSE SHOWN. VERIFY ALL EXISTING CONDITIONS,
DIMENSIONS, AND ELEVATIONS PRIOR TO COMMENCING WORK. IF DISCREPANCIES
EXIST, NOTIFY THE CONTRACTING OFFICER IN WRITING PRIOR TO COMMENCING WORK.
CONTRACTOR SHALL MAKE NO DEVIATION FROM THE CONTRACT DOCUMENTS WITHOUT
WRITTEN APPROVAL FROM THE CONTRACTING OFFICER.
B. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE
CONTRACTOR.
C. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE AND DO NOT
INDICATE THE METHOD OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL
PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING
CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO,
TEMPORARY BRACING AND/OR SHORING FOR LOADS AND STRUCTURE. TEMPORARY
CONSTRUCTION LOADING MAY INCLUDE AND ARE NOT LIMITED TO LATERAL LOADS,
LOADS DUE TO STOCKPILES OF MATERIAL, AND LOADS DUE TO CONSTRUCTION
EQUIPMENT. SUCH BRACING SHALL BE LEFT IN PLACE AS LONG AS REQUIRED FOR
SAFETY AND UNTIL ALL FRAMING INCLUDING ROOF DECK IS IN PLACE.
D. RELATIVE DATUM UTILIZED ON THE STRUCTURAL SHEETS: 100'-0" = FINISHED FLOOR
ELEVATIONS SHOWN ON THE CIVIL SHEETS ARE BASED ON MEAN SEA LEVEL
ELEVATION. COORDINATE THE FINISHED FLOOR ELEVATION SHOWN ON THE
STRUCTURAL SHEETS WITH THE ELEVATION SHOWN ON THE CIVIL SHEETS.
E. THE CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES, STRUCTURES, AND
UTILITY LINES FROM ALL DAMAGE . DAMAGE TO ALL WORK SHALL BE REPAIRED TO THE
SATISFACTION OF THE CONTRACTING OFFICER AT THE CONTRACTOR'S EXPENSE.
F. THE CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND OTHER APPROPRIATE
TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.
G. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.
IV. REINFORCED CONCRETE
A. MATERIAL STRENGTHS:
1. CONCRETE COMPRESSIVE STRENGTH (fc) AT 28 DAYS AND EXPOSURE CLASSES:
2. REINFORCING STEEL:
DEFORMED BARS ASTM A615, GR. 60 KSI
DEFORMED TIES ASTM A615, GR. 60 KSI
B. NOTES:
1. ALL CONCRETE OPERATIONS AND REINFORCEMENT SHALL BE IN ACCORDANCE
WITH THE APPLICABLE ACI AND CRSI STANDARDS.
2. REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR
ADDITIONAL EMBEDDED ITEMS AND ACCESSORIES. NO ALUMINUM EMBEDMENTS
ARE PERMITTED. PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS.
3. FURNISH THE FOLLOWING SPECIFIED CONCRETE COVER ON REINFORCING BARS
UNO IN DRAWINGS:
WALLS AND SLABS 3/4"
4. REFER TO THE SPECIFICATIONS FOR THE FINISH REQUIREMENTS FOR ALL CAST-
IN-PLACE CONCRETE ELEMENTS.
5. WHERE INDICATED ON THE DRAWINGS, PROVIDE AN INTENTIONALLY ROUGHENED
CONSTRUCTION JOINT BETWEEN CONCRETE SURFACES. PROVIDE 1/4" MINIMUM
AMPLITUDE AT EXISTING CONCRETE SURFACE AND APPLY SURFACE WITH 50/50
SAND CEMENT SLURRY PRIOR TO PLACING NEW CONCRETE.
6. ALL CONCRETE IS REINFORCED UNLESS SPECIFICALLY CALLED OUT AS
UNREINFORCED.
7. CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL FLOOR DRAINS, FLOOR
FINISHES, CURBS, AND CONCRETE PADS WITH ARCHITECTURAL, MECHANICAL,
AND ELECTRICAL DRAWINGS.
8. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS AND LOCATIONS OF ALL
OPENINGS, PIPE SLEEVES, CURBS, ETC., AS REQUIRED WITH OTHER TRADES
PRIOR TO PLACING CONCRETE.
9. CONTRACTOR SHALL COORDINATE LOCATIONS OF INSERTS, WELDED PLATES,
AND OTHER ITEMS EMBEDDED IN CONCRETE WITH ARCHITECTURAL DRAWINGS,
MECHANICAL DRAWINGS, AND ELECTRICAL DRAWINGS AND OTHER TRADES.
10. ALL REINFORCING BARS SHALL BE LAPPED AS SPECIFICALLY DETAILED ON THE
DRAWINGS. WHERE NOT SPECIFICALLY DETAILED ON THE DRAWINGS. ALL
REINFORCING BARS SHALL BE LAPPED USING THE TENSION LAPPED SPLICE
LENGTHS PER ACI 318-14.
11. POST INSTALLED ADHESIVE ANCHORS IN CONCRETE OR MASONRY ARE
REQUIRED TO BE PREQUALIFIED IN ACCORDANCE WITH ACI 355.4. CONTRACTOR
SHALL SUBMIT MANUFACTURER'S CATALOG INFORMATION TO THE COR FOR
APPROVAL PRIOR TO CONSTRUCTION. ANCHORS SHALL BE INSTALLED
ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS.
12. THE CONTRACTOR SHALL PERFORM A QUALITY CONTROL PROGRAM DURING THE
INSTALLATION OF ALL POST - INSTALLED REINFORCING BARS AND POST
INSTALLED ANCHORS, THE CONTRACTOR SHALL ASSIGN A QUALIFIED
SUPERVISORY PERSON OR RETAIN A QUALIFIED TESTING AND INSPECTION
AGENCY TO MONITOR AND APPROVE THE INSTALLATION AND CLEANING OF THE
HOLES, THE INSTALLATION OF THE ADHESIVE, AND THE INSTALLATION OF THE
REINFORCING BAR AND ANCHORS. DOCUMENTATION OF THE IMPLEMENTATION
OF THE QUALITY CONTROL PROGRAM AND APPROVAL OF THE INSTALLATION
SHALL BE SUBMITTED TO THE CONTRACTING OFFICER. ARCHITECT, AND
ENGINEER. THE INSTALLATION OF ALL POST INSTALLED REINFORCING BARS AND
ANCHORS SHALL BE REVIEWED AND ACCEPTED BY THE FIELD INSPECTION AND
TESTING AGENCY.
V. ABBREVIATIONS:
CONT CONTINUOUS
E EXISTING
EA EACH
EL ELEVATION
EW EACH WAY
EQ EQUAL
FF FINISHED FLOOR
MAX MAXIMUM
OC ON CENTER
REINF REINFORCING
STD STANDARD
TYP TYPICAL
MISCELLANEOUS LAP LENGTH SCHEDULE (INCHES)
BAR
SIZE
#3
#4
#5
#6
#7
#8
#9
#10
#11
4000 PSI 4500 PSI
TOP BARS OTHER BARS TOP BARS OTHER BARS
4500 PSI
HOOK DEVELOPMENT
LENGTH (LDH)CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2
24 36 19 28
102 153 79 118 96
48 25 37
54 81
144 74 111 24
271238216010713187170113
V. FLOOR PENETRATIONS
A. NEW FLOOR PENETRATIONS:
a. FIRST FLOOR FRAMING: PROVIDE NON-DESTRUCTIVE GPR TESTING TO
DETERMINE REINFORCING LOCATIONS FOR THE FIRST FLOOR ELEVATED
CONCRETE SLAB REINFORCING LOCATIONS SO AS TO NOT CUT EXISTING SLAB
REINFORCING. GPR RESULTS SHOULD BE MARKED ON CONCRETE SLAB TO
SHOW EXISTING REINFORCEMENT LOCATIONS AROUND ALL PENETRATIONS. IF
REINFORCING IS TO BE CUT CONTACT THE COR FOR APPROVAL. MAINTAIN 4"
CLEAR FROM EXISTING LONGITUDINAL BARS.
b. SECOND FLOOR FRAMING: LOCATE NEW FLOOR PENETRATIONS TO NOT
DAMAGE EXISTING FLOOR JOISTS/GIRDERS.
B. EXISTING FLOOR PENETRATIONS:
a. FILL ALL ABANDONED CORE HOLES UP TO 6" DIAMETER WITH LOW SLUMP 4,000
PSI CONCRETE - PROVIDE BONDING AGENT OR ROUGHEN SURFACE TO 1/4"
AMPLITUDE PRIOR TO PLACEMENT. FORM AS REQUIRED.
VI. MECHANICAL UNIT SUPPORT
A. SUPPORT NEW MECHANICAL DEDICATED OUTSIDE AIR UNITS (DOAU) ON SECOND FLOOR
FRAMING ON (4) SIDES WITH A NEW 4"X6" SKID LAID FLAT ON THE SHEATHING.
COORDINATE LOCATIONS WITH MECHANICAL EQUIPMENT. ANCHOR NEW MECHANICAL
EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. ANCHOR SKID TO FLOOR
PLANS AT EACH EXISTING FLOOR JOIST WITH (1) 1/4" LAG BOLT FOR SECOND FLOOR.
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SULFATE
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CORROSION
PROTECTION
ALL CONCRETE 4000 PSI S0 W0 C1
NEW CONCRETE WALL TO MATCH EXISTING
WALL SURFACE (TYP)
ROUGHEN SURFACE AND APPLY
EPOXY BINDER PRIOR TO
CONCRETE PLACEMENT (TYP)
EXIST CONCRETE SLAB
EXIST WALL OR
LINTEL BEAM
DRILL AND ANCHOR EPOXY
ADHESIVE DOWEL PER
MANUFACTURER
RECOMMENDATIONS
#5 VERTICAL AND HORIZONTAL BARS
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THICK WALL
DELETE BAR IF OPENING IS
LESS THAN 2'-10" IN WIDTH,
TYP
SEE NOTE 1
SEE NOTE 2
EXISTING CONCRETE
SLAB ON GRADE
SEE NOTE 1
1'-4" MAX
EQ
1'-4" MAX
EQ
1'-4" MAX
EQ
T Y
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TYP
1' - 0"
(2) #5 ADDITIONAL
HORIZONTAL BARS
(TYP) WITH (1) AT EACH
WALL FACE
DRILL AND ANCHOR EPOXY
ADHESIVE DOWEL PER
MANUFACTURER
RECOMMENDATIONS
NEW OPENING
(2) #5 VERTICAL BARS
(TYP), EACH WALL FACE
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NEW CONCRETE WALL TO
MATCH EXISTING ADJACENT
WALL THICKNESS
EXISTING WALL TO REMAIN
ROUGHEN SURFACE AND APPLY
EPOXY BINDER PRIOR TO
CONCRETE PLACEMENT (TYP)
FF EL.
REMOVE (E) MASONRY- (E)
REINFORCING TO REMAIN-
BEND 6" AT OPENING
(2)-#4 X 2'-0" DIAGONAL
BARS EACH FACE TYP
#5 DOWEL (TYP)
NOTE: PROVIDE (2) LAYERS OF
REINFORCEMENT AND COVER AS REQUIRED
PER S-001 UNO IN 12" WALL. WALL INFILL
SHALL BE PLACED AT EACH WALL FACE.
TYP
0' - 6"
T Y
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TYP
1.5" CLEAR
(E) CONCRETE FOUNDATION
TYP
0' - 8"
#5 BARS SPACED 1'-0" MAX
W/STD 90 DEG HOOK,
EACH WALL FACE
SEE NOTE 1SEE NOTE 1
EXISTING CONCRETE BEAM TO REMAIN
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GENERAL SHEET NOTES
1. THE TWO VERTICAL CELLS IN THE (E) HOLLOW CMU WALL NEAREST THE
EDGE OF THE NEW CONC INFILL SHALL BE GROUTED SOLID PRIOR TO
SAWCUTTING THE (E) WALL FOR THE NEW CONCRETE. THE CONTRACTOR
MUST ENSURE THE (E) WALL IS GROUTED SOLID FOR A MINIMUM WIDTH OF
8" FROM THE EDGE OF THE NEW CONCRETE IN ORDER TO ENSURE THE
NEW #5 REINFORCING DOWELS CAN BE SET IN FULLY GROUTED CMU
CELLS. POSSIBLE METHOD OF ACHIEVING PROPER GROUTING IS TO INSTALL
A HOLE AT THE BOTTOM AND THE TOP OF EACH CELL TO BE GROUTED AND
PUMP NON-SHRINK GROUT INTO THE CELL FROM THE BOTTOM HOLE UNTIL
THE GROUT COMES OUT OF THE HOLE AT THE TOP OF THE CELL. EXACT
METHOD OF PROVIDING SOLID GROUTED CELLS IS THE RESPONSIBILITY OF
THE CONTRACTOR.
2. THE CONTRACTOR SHALL ENSURE THAT THE CMU DIRECTLY ADJACENT TO
THE NEW CONCRETE IS GROUTED SOLID FOR A MINIMUM HEIGHT OF 8" IN
ORDER TO ENSURE THE NEW #5 REINFORCING DOWELS CAN BE SET IN
FULLY GROUTED MASONRY.
3. SEE ARCHITECTURAL DRAWINGS FOR WALL INFILL LOCATIONS.
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TYPICAL 4 INCH WALL INFILL DETAIL
NTSA6
EXISTING DOOR OPENING PARTIAL INFILL FOR 12 INCH WALL
T/SLAB
B/SLAB
EQUIPMENT
SIZE FOR 12" CLEAR ALL AROUND EQUIPMENT
0' - 8" #4 CONT, TYP
#4 @ 12" EW FOR
6" CONCRETE SLAB
EXISTING SUBGRADE
EXISTING
FINISHED GRADE
CHAMFER
EDGE
NOTE: REFER TO MECHANICAL AND
ARCHITECTURAL DRAWINGS FOR NEW
EXTERIOR EQUIPMENT PAD LOCATIONS.
NOTES:
1. REINFORCING IN EXISTING SLAB NOT
SHOWN.
2. DO NOT DOWEL INTO EXISTING WALL.
3. DEMOLISH AND REPLACE EXISTING
SLAB ON GRADE IN PLACE AS REQUIRED
TO INSTALL NEW UTILITIES - REFER TO
ARCHITECTURAL AND PLUMBING
DRAWINGS FOR EXTENT OF REQUIRED
DEMOLITION.
4. REFER TO PLUMBING DRAWINGS FOR
NEW CLEANOUT AND FLOOR DRAIN
LOCATIONS.
5. DO NOT DAMAGE EXISTING STAIR
STRUCTURE DURING INSTALLATION OF
NEW UTILITIES.
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EXISTING
CONCRETE SLAB
ON GRADE
#4 X 18" DOWELS @ 12"
O.C. DRILL AND ADHESIVE
ANCHOR INTO EXISTING
SLAB
NEW REINFORCED
CONCRETE SLAB ON
GRADE W/#4@12 EA
WAY
0' - 6"
NEW REINFORCED
CONCRETE SLAB ON
GRADE W/#4@12 EA
WAY
#4 @ 12" OC EW
3/4" CHAMFER
FOR EXACT EQUIPMENT SIZES AND LOCATIONS
SIZE FOR 6" CLEAR ALL AROUND EQUIPMENT -
COORDINATE WITH MECHANICAL & ELECTRICAL CONTRACTORS
CAULK, TYP
NOTES:
1. ANCHOR EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS.
2. DOWELS MAY BE DRILLED AND EPOXIED W/ APPROVED ADHESIVE ANCHORING
SYSTEM USING OVERSIZE HOLES. CLEAN AND PREPARE HOLES PER EPOXY
MFR. DOWEL EMBEDMENT SHALL BE 4".
3. SEE MECHANICAL, ELECTRICAL, AND ARCHITECTURAL SHEETS FOR LOCATION
OF EQUIPMENT PADS.
C L E
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EXISTING
BASEMENT SLAB
ON GRADE
INTENTIONALLY ROUGHEN SURFACE
PERPENDICULAR PIPE AND WALL
NOTES:
1. FOR NUMBER AND LOCATION OF CONDUITS OR PIPES, SEE ELECTRICAL AND
MECHANICAL/PLUMBING DRAWINGS.
(E) SLAB
FILL WITH LEAN
CONCRETE 10"
EACH SIDE OF
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NTSC1
TYPICAL NEW SLAB ON GRADE INFILL DETAIL
NTSE5
BASEMENT INTERIOR EQUIPMENT PAD
NTSC5
TYPICAL BURIED PIPE @ EXISTING FOOTING
UP
UP
UP
UP
OPEN OFFICE
HALL
OFFICE
TOILET ROOM
OFFICE
15 OFFICE
OFFICE
SIPR CAFE
SIPR
CONFERENCE
ROOM
STORAGE
MECH.
ELEVATOR
UTILITY
TOILET ROOM
CONFERENCE
ROOM
RESILIENCY
ROOM
BREAK ROOM
CLO.
01A
HALL
2 3
A-410
A1
GENERAL SHEET NOTESSHEET LEGEND
DEMOLITION
EXISTING BUILDING STRUCTURE
EXISTING SPACE TO BE CONVERTED TO MECHANICAL SPACE
1. ALL WORK ON THIS HISTORIC BUILDING MUST CONFORM TO THE SECRETARY
OF INTERIOR'S STANDARD AND GUIDELINES FOR REHABILITATION OF HISTORIC
PROPERTIES.
2. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THESE
DRAWINGS.
3. CEILING HEIGHTS MUST REMAIN AT THE EXISTING HEIGHTS. ANY ROOM NOT
SHOWING A MATERIAL PATTERN IS ASSUMED TO HAVE A CEILING OPEN TO
STRUCTURE UNLESS OTHERWISE NOTED.
4. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL,
TELECOMMUNICATIONS FOR ADDITIONAL DEMOLITION INFORMATION.
5. EXISTING ELECTRICAL AND MECHANICAL PENETRATIONS THROUGH EXISTING
PARTITIONS AND FLOOR SLABS WILL BE REUSED TO THE GREATEST EXTENT
POSSIBLE. ANY PENETRATIONS NOT REUSED WILL BE PATCHED SO THAT THE
THE PARTITION AND FLOOR SLAB RETAIN THEIR RESPECTIVE FIRE RATING.
6. EXISTING GROSS BUILDING SQUARE FOOTAGE: 12,226 GSF.
7. 207 NSF OF BASEMENT SPACE WILL BE CONVERTED TO MECHANICAL SPACE AS
SHOWN ON SHEET AD100.
KEY NOTES
1. DEMO EXISTING DOOR AND FRAME, SALVAGE
HARDWARE, TURN HARDWARE OVER TO DPW. PREP FOR
NEW INFILL PANEL.
2. ROOM 13: DISPOSE OF EXISTING DOOR, FRAME AND
HARDWARE. SALVAGE EXISTING HISTORIC SIDE LITE
FRAME AND TURN OVER TO DPW. PREPARE OPENING
FOR NEW CONCRETE INFILL. NEW DOOR AND FRAME.
RE: STRUCTURAL FOR INFILL ANCHORING DETAIL. SEE
DETAIL E1/AD100 FOR EXISTING CONDITION.
3. DEMO EXISTING DOOR AND FRAME, SALVAGE
HARDWARE, TURN HARDWARE OVER TO DPW. PREP FOR
INSTALLATION OF NEW DOOR.
4. REMOVE THE EXISTING CARPET, VINYL BASE,
CLEAN/REMOVE THE CARPET ADHESIVE FROM THE
FLOOR. REMOVE THE EXISTING ACOUSTICAL CEILING TILE
AND GRID. REHANG THE EXISTING FLOURESENT LIGHT
FIXTURES. RE: MECHANICAL FOR DEMOLITION IF ANY TO
THE EXISTING DIFFUSER, MECHANICAL EQUIPMENT AND
SPRINKLER HEAD MOUNTED IN THE CEILING.
5. REMOVE EXISTING CLOSET WALLS. PATCH AND FINISH
WALL AND FLOOR SURFACES AFFECTED BY THE
DEMOLITION SO THAT THE SURFACES ARE EVEN WITH
THE ADJACENT EXISTING WALLS AND FLOOR.
6. EXISTING MECHANICAL PAD AND FENCE TO REMAIN.
7. DEMOLISH EXISTING FLOOR SLAB. DEMOLISH EXISTING
FLOOR SLAB UNDERNEATH WALL WITHOUT DEMOLISHING
THE EXISTING WALL.
8. REMOVE AND DISPOSE OF EXISTING WINDOW AND
FRAME. REPLACE WITH INSULATED METAL INFILL PANEL.
RE. 07 42 63. COORDINATE WITH MECHANICAL AND
ELECTRICAL FOR THE SIZE AND NUMBER OF
PENETRATIONS THROUGH THE METAL INFILL PANEL.
TYP.
U .S
A
R M
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O R
P S
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IN
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R S
US Army Corps of Engineers
S O
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N O
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SHEET ID
File Path:
Plot Date:
C:\Users\G5EDDLDW\Documents\498133_VRF_BLDG_22_RVT20_AI_g5eddldw.rvt
7/30/2024 12:23:28 PM
AD100
BLDG 22
B U
IL
D
IN
G
B
A S
E M
E N
T D
E M
O L
IT
IO
N
F L O
O R
P L A
N
F O
R T
L E
A V
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W O
R T
H K
A N
S A
S
K A
N S
A S
C
IT
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IS
T
R
IC
T K
P
E R
S O
N
K P
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S O
N
C B
R O
W N
C B
R O
W N
A U
G U
S T
S E
E C
O V
E R
S H
E E
T
S E
E C
O V
E R
S H
E E
T
F
IL
E N
A M
E
RTA
H V
A C
R E
N O
V A
T
IO
N B
L D
G
F
Y -2
V
F R
B
L D
G R
V T
A
I
PRODUCTION DATA 4PRODUCTION DATA 3
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y M
O
A N
S I D
3/16" = 1'-0"A1
BUILDING 22 BASEMENT DEMOLITION
FLOOR PLAN
PLAN
NORTH
8'4' 16'0 8'4' 16'0
1/8" = 1'-0"E1
EXISTING ROOM 13
A.F.F.9' - 1"
A.F.F.9' - 1"
A.F.F.9' - 1" A.F.F.9' - 1"
A.F.F.9' - 1" A.F.F.9' - 1" A.F.F.9' - 1" A.F.F.9' - 1" A.F.F.9' - 1"
A.F.F.9' - 1"
A.F.F.9' - 1"
A.F.F.9' - 1"
A.F.F.9' - 1"
OPEN OFFICE
OFFICE
TOILET ROOM
HALL
OFFICE
OFFICE
SIPR CAFE
SIPR
CONFERENCE
ROOM
OFFICE
STORAGE
MECH.
ELEVATOR
UTILITY
TOILET ROOM
06 CONFERENCE
ROOM
HALL
BREAK ROOM
RESILIENCY
ROOM
DEMO EXISTING
WINDOW SOFFIT
AND CEILING. PATCH
ANY DAMAGE TO
THE EXISTING
CONCRETE CEILING
CAUSED BY THE
SOFFIT DEMO.
1. ALL WORK ON THIS HISTORIC BUILDING MUST CONFORM TO THE SECRETARY
OF INTERIOR'S STANDARD AND GUIDELINES FOR REHABILITATION OF HISTORIC
PROPERTIES.
2. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THESE
DRAWINGS.
3. CEILING HEIGHTS MUST REMAIN AT THE EXISTING HEIGHTS. ANY ROOM NOT
SHOWING A MATERIAL PATTERN IS ASSUMED TO HAVE A CEILING OPEN TO
STRUCTURE UNLESS OTHERWISE NOTED.
4. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL,
TELECOMMINICATIONS FOR ADDITIONAL DEMOLITION INFORMATION.
5. EXISTING GROSS BUILDING SQUARE FOOTAGE: 12,226 GSF.
GENERAL SHEET NOTES
EXISTING 2'-0" x 2'-0" SUSPENDED ACOUSTICAL CEILING TILE, GRID AND
SUSPENSION SYSTEM ARE TO BE CAREFULLY REMOVED. ANY CEILING
TILES, GRID OR SUSPENSION SYSTEM THAT IS DAMAGED DURING THE
REMOVAL PROCESS WILL BE REPLACED IN KIND. THE CONTRACTOR MUST
STORE THE ACOUSTICAL CEILING TILE, GRID AND SUSPENSION SYSTEM IN
A SECURE, DRY, CLEAN, TEMPRATURE CONTROLLED ENVIRONMENT. UPON
COMPLETION OF THE RENOVATION WORK THE EXISTING ACOUSTICAL
CEILING TILE, GRID AND SUSPENSION SYSTEM
WILL BE REINSTALLED. ANY CEILING TILES, GRID OR SUSPENSION SYSTEM
DAMAGED DURING THE REINSTALLATION PROCESS WILL BE REPLACED IN
KIND. PAINTING/TOUCH UP PAINTING OF DAMAGED OR DIRTY CEILING
TILES OR GRID WILL NOT BE ACCEPTABLE.
* ROOM 13 WILL HAVE IT'S CEILING DEMOLISHED AND THAT CEILING WILL
NOT BE REINSTALLED.
SHEET LEGEND
OPENED TO STRUCTURE ABOVE
EXISTING GYPSUM WALL BOARD OR PLASTER CEILING TO REMAIN
UNTOUCHED
EXISTING CEILING MOUNTED VRF UNIT TO BE DEMOLISHED AND
REPLACED WITH NEW UNIT. RE: MECH
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
US Army Corps of Engineers
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
File Path:
Plot Date:
C:\Users\G5EDDLDW\Documents\498133_VRF_BLDG_22_RVT20_AI_g5eddldw.rvt
7/30/2024 12:23:28 PM
AD130
BLDG 22
B U
IL
D
IN
G
B
A S
E M
E N
T R
E F
L E
C T
E D
C E
IL
IN
G D
E M
O L
IT
IO
N
P L A
N
F O
R T
L E
A V
E N
W O
R T
H K
A N
S A
S
K A
N S
A S
C
IT
Y D
IS
T
R
IC
T K
P
E R
S O
N
K P
E R
S O
N
C B
R O
W N
C B
R O
W N
A U
G U
S T
S E
E C
O V
E R
S H
E E
T
S E
E C
O V
E R
S H
E E
T
F
IL
E N
A M
E
RTA
H V
A C
R E
N O
V A
T
IO
N B
L D
G
F
Y -2
V
F R
B
L D
G R
V T
A
I
PRODUCTION DATA 4PRODUCTION DATA 3
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y M
O
A N
S I D
3/16" = 1'-0"A1
BUILDING 22 BASEMENT REFLECTED
CEILING DEMOLITION PLAN
PLAN
NORTH
8'4' 16'0 8'4' 16'0
A.F.F.9' - 4"
A.F.F.10' - 4" A.F.F.8' - 10"
A.F.F.9' - 6"
A.F.F.8' - 10"
A.F.F.9' - 6"
A.F.F.9' - 4"
A.F.F.9' - 4"
A.F.F.9' - 0"
A.F.F.9' - 0"
DAYROOM
OFFICE
OFFICE
TOILET ROOM
OFFICE
HALL
BREAKROOM
HALL
STAIR
VESTIBULE
OFFICE
ADA TLT. ROOM
HALL
ELEC. CLOSET
TOILET ROOM
OFFICE
OFFICE
OFFICE
OFFICE
TOILET ROOM
HALL
ELEVATOR
MECH. ROOM
EXISTING BEAD
BOARD CEILING
TO REMAIN
EXISTING BEAD
BOARD CEILING
TO REMAIN
1. ALL WORK ON THIS HISTORIC BUILDING MUST CONFORM TO THE SECRETARY
OF INTERIOR'S STANDARD AND GUIDELINES FOR REHABILITATION OF HISTORIC
PROPERTIES.
2. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THESE
DRAWINGS.
3. CEILING HEIGHTS MUST REMAIN AT THE EXISTING HEIGHTS. ANY ROOM NOT
SHOWING A MATERIAL PATTERN IS ASSUMED TO HAVE A CEILING OPEN TO
STRUCTURE UNLESS OTHERWISE NOTED.
4. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL,
TELECOMMINICATIONS FOR ADDITIONAL DEMOLITION INFORMATION.
5. EXISTING GROSS BUILDING SQUARE FOOTAGE: 12,226 GSF.
GENERAL SHEET NOTES
EXISTING 2'-0" x 2'-0" SUSPENDED ACOUSTICAL CEILING TILE, GRID AND
SUSPENSION SYSTEM ARE TO BE CAREFULLY REMOVED. ANY CEILING
TILES, GRID OR SUSPENSION SYSTEM THAT IS DAMAGED DURING THE
REMOVAL PROCESS WILL BE REPLACED IN KIND. THE CONTRACTOR MUST
STORE THE ACOUSTICAL CEILING TILE, GRID AND SUSPENSION SYSTEM IN
A SECURE, DRY, CLEAN, TEMPRATURE CONTROLLED ENVIRONMENT. UPON
COMPLETION OF THE RENOVATION WORK THE EXISTING ACOUSTICAL
CEILING TILE, GRID AND SUSPENSION SYSTEM
WILL BE REINSTALLED. ANY CEILING TILES, GRID OR SUSPENSION SYSTEM
DAMAGED DURING THE REINSTALLATION PROCESS WILL BE REPLACED IN
KIND. PAINTING/TOUCH UP PAINTING OF DAMAGED OR DIRTY CEILING
TILES OR GRID WILL NOT BE ACCEPTABLE.
* ROOM 13 WILL HAVE IT'S CEILING DEMOLISHED AND THAT CEILING WILL
NOT BE REINSTALLED.
SHEET LEGEND
OPENED TO STRUCTURE ABOVE
EXISTING GYPSUM WALL BOARD OR PLASTER CEILING TO REMAIN
UNTOUCHED
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
US Army Corps of Engineers
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
File Path:
Plot Date:
C:\Users\G5EDDLDW\Documents\498133_VRF_BLDG_22_RVT20_AI_g5eddldw.rvt
7/30/2024 12:23:29 PM
AD131
BLDG 22
B U
IL
D
IN
G
F
IR
S
T F
L O
O R
R E
F L E
C T
E D
C E
IL
IN
G D
E M
O L
IT
IO
N
P L A
N
F O
R T
L E
A V
E N
W O
R T
H K
A N
S A
S
K A
N S
A S
C
IT
Y D
IS
T
R
IC
T K
P
E R
S O
N
K P
E R
S O
N
C B
R O
W N
C B
R O
W N
A U
G U
S T
S E
E C
O V
E R
S H
E E
T
S E
E C
O V
E R
S H
E E
T
F
IL
E N
A M
E
RTA
H V
A C
R E
N O
V A
T
IO
N B
L D
G
F
Y -2
V
F R
B
L D
G R
V T
A
I
PRODUCTION DATA 4PRODUCTION DATA 3
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y M
O
A N
S I D
3/16" = 1'-0"A1
BUILDING 22 FIRST FLOOR REFLECTED
CEILING DEMOLITION PLAN
8'4' 16'0 8'4' 16'0
PLAN
DAYROOM
OFFICE
TOILET ROOM
OFFICE
OFFICE
TOILET ROOM
OFFICE
OFFICE
TOILET ROOM
OFFICE
OFFICE
HALL
OFFICE
OFFICE
TOILET ROOM
AREA OF REFUGE
MECH. ROOM
ELEVATOR
STORAGE
OFFICE
TOILET ROOM
OFFICE
TOILET ROOM
TER.
A.F.F.9' - 6" A.F.F.9' - 5" A.F.F.9' - 5"
1. ALL WORK ON THIS HISTORIC BUILDING MUST CONFORM TO THE SECRETARY
OF INTERIOR'S STANDARD AND GUIDELINES FOR REHABILITATION OF HISTORIC
PROPERTIES.
2. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THESE
DRAWINGS.
3. CEILING HEIGHTS MUST REMAIN AT THE EXISTING HEIGHTS. ANY ROOM NOT
SHOWING A MATERIAL PATTERN IS ASSUMED TO HAVE A CEILING OPEN TO
STRUCTURE UNLESS OTHERWISE NOTED.
4. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL,
TELECOMMINICATIONS FOR ADDITIONAL DEMOLITION INFORMATION.
5. EXISTING GROSS BUILDING SQUARE FOOTAGE: 12,226 GSF.
GENERAL SHEET NOTES
EXISTING 2'-0" x 2'-0" SUSPENDED ACOUSTICAL CEILING TILE, GRID AND
SUSPENSION SYSTEM ARE TO BE CAREFULLY REMOVED. ANY CEILING
TILES, GRID OR SUSPENSION SYSTEM THAT IS DAMAGED DURING THE
REMOVAL PROCESS WILL BE REPLACED IN KIND. THE CONTRACTOR MUST
STORE THE ACOUSTICAL CEILING TILE, GRID AND SUSPENSION SYSTEM IN
A SECURE, DRY, CLEAN, TEMPRATURE CONTROLLED ENVIRONMENT. UPON
COMPLETION OF THE RENOVATION WORK THE EXISTING ACOUSTICAL
CEILING TILE, GRID AND SUSPENSION SYSTEM
WILL BE REINSTALLED. ANY CEILING TILES, GRID OR SUSPENSION SYSTEM
DAMAGED DURING THE REINSTALLATION PROCESS WILL BE REPLACED IN
KIND. PAINTING/TOUCH UP PAINTING OF DAMAGED OR DIRTY CEILING
TILES OR GRID WILL NOT BE ACCEPTABLE.
* ROOM 13 WILL HAVE IT'S CEILING DEMOLISHED AND THAT CEILING WILL
NOT BE REINSTALLED.
SHEET LEGEND
OPENED TO STRUCTURE ABOVE
EXISTING GYPSUM WALL BOARD OR PLASTER CEILING TO REMAIN
UNTOUCHED
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
US Army Corps of Engineers
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
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G
2 3 4 5 6 7 8 9 10
SHEET ID
File Path:
Plot Date:
C:\Users\G5EDDLDW\Documents\498133_VRF_BLDG_22_RVT20_AI_g5eddldw.rvt
7/30/2024 12:24:35 PM
AD132
BLDG 22
B U
IL
D
IN
G
S
E C
O N
D F
L O
O R
R E
F L E
C T
E D
C E
IL
IN
G D
E M
O L
IT
IO
N
P L A
N
F O
R T
L E
A V
E N
W O
R T
H K
A N
S A
S
K A
N S
A S
C
IT
Y D
IS
T
R
IC
T K
P
E R
S O
N
K P
E R
S O
N
C B
R O
W N
C B
R O
W N
A U
G U
S T
S E
E C
O V
E R
S H
E E
T
S E
E C
O V
E R
S H
E E
T
F
IL
E N
A M
E
RTA
H V
A C
R E
N O
V A
T
IO
N B
L D
G
F
Y -2
V
F R
B
L D
G R
V T
A
I
PRODUCTION DATA 4PRODUCTION DATA 3
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y M
O
A N
S I D
3/16" = 1'-0"A1
BUILDING 22 SECOND FLOOR REFLECTED
CEILING DEMOLITION PLAN
8'4' 16'0 8'4' 16'0
UP UP
UP
OPEN OFFICE
OFFICE
OFFICE
TOILET ROOM
HALL
SIPR CAFE
SIPR
CONFERENCE
ROOM
OFFICE
MECH.
MECH.
TOILET ROOM
CONFERENCE
ROOM
RESILIENCY
ROOM
HALL
MECH.
ELEVATOR
UTILITY
BREAK ROOM
A L
IG
N
S5
C 12
C4
A-410
A5
A-100
E1
A-200
A1
19' - 0"
A-200
C1
NEW…
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