W912QR24R0063_Plans-0000.pdf
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- Solicitation number
- W912QR24R0063
About this file
This document appears to be a solicitation (W912QR24R0063) for HVAC maintenance and repair services for Building 659 at the Army Reserve Center in Parks RFTA, California. The solicitation is issued by the Department of the Army Corps of Engineers, Engineering District Louisville.
The key details include the requirement for HVAC maintenance and repair services, the location of the project at Parks RFTA in California, and the solicitation number W912QR24R0063. The document does not provide additional details on the specific products or services required, response dates, award dates, pricing terms, set asides, incumbents, or other salient information. The document appears to be the cover sheet or a high-level summary, and the detailed requirements would be contained in the full solicitation package.
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ACCEPTANCE OF ALL DRAWINGS IN THIS SET AS SHOWN IN THE INDEX.
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND
ACCEPTANCE RECOMMENDED: *
QUALITY ASSURANCE
REVIEWED BY:
PROJECT ENGINEER / ARCHITECT
DATE
DATE
DATECHIEF, ENGINEERING DIVISION
ACCEPTED: *
US Army Corps of Engineers
Louisville District
MRAR - HVAC REPAIRS
PARKS RESERVE TRAINING AREA
CAMP PARKS, CALIFORNIA
JULY 16, 2024
CORRECTED FINAL
G-001
* * * S A F E T Y P A Y S * * *
* * * S U P P O R T V A L U E E N G I N E E R I N G - I T P A Y S * * *
Symbol Description Date Appr.
Revisions
THE SCOPE OF THEIR EMPLOYMENT; SIGNATURES ARE REQUIRED BY ER 1110-1-8152.
INDIVIDUALS WHOSE SIGNATURE AND REGISTRATION DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN
* THIS PROJECT WAS DESIGNED UNDER THE SUPERVISION OF THE U.S. ARMY CORP OF ENGINEERS, LOUISVILLE DISTRICT.
P2#: 515542
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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.
24 July 2024
W912QR24R0063
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FILL INSULATION
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SS
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FENCE
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EXISTING NEW
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WATER LINE
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NUMBER
SHEET SEQUENCE
DISCIPLINE CODE
PARTITION TYPE SHEET NOTE
PARTITION TYPE NO. DOOR REFERENCE NUMBER
DOOR NUMBER
VESTIBULE
ROOM NAME
ROOM NUMBER
ROOM NAME & NUMBER
LETTER
WINDOW REFERENCE
NUMBER
NOTE REFERENCE
ALL PLANS
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BUILDING IDENTIFIER
A
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SECTION IS TAKEN
INDICATES DIRECTION
LETTER
SECTION IDENTIFICATION
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NUMBER OF SHEET ON
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AREA OF DETAIL
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NUMBER OF SHEET ON
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NUMBERS OF SHEETS WHERE
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BENCHMARK
CB
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FIRE WATER LINE
FORCE MAIN SANITARY SEWERFMSS
600600
606606
SOIL BORINGB-1
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SB SB STRAW BALE CHECK DAM
DOWNSPOUT
INLET PROTECTION
SILT FENCE
HIGH POINT
SF
LOW POINT
LP
601.50
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605.30
SPOT ELEVATION
CB-1
DW DOMESTIC WATER LINE
CONCRETE ENCASEMENT
BM
Soil Boring B-1
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A
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TRANSLUCENT WALL PANEL TYPE
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TRANSLUCENT WALL
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FB
FEC
GP
VR
RECIRCULATING PUMP
ABBREVIATIONS
AND
AB
ABSW
ABV
A/C
ACST
ACT
ACU
ADDL
ADJ
AFB
A.F.F.
AT
ANCHOR BOLT
AIR BREAK SWITCH
ABOVE
AIR CONDITIONING
ACOUSTIC
AGGR
AHU
AL
ALTN
ABOVE COUNTER TOP
AIR CONDITIONING UNIT
ADDITIONAL
ADJACENT, ADJUSTABLE
AIR FORCE BASE
ABOVE FINISHED FLOOR
AGGREGATE
AIR HANDLING UNIT
ALTERNATE
ALUMINUM
AMPERE
ACCESS PANEL
APPROXIMATELY
ARCHITECTURE
ASPHALT
AMERICAN SOCIETY FOR TESTING MATERIALS
ATTENUATE
AUTOMATIC
AUXILIARY
AVERAGE
AMERICAN WIRE GAGE
AMP
AP
APPROX
ARCH
ASPH
ASTM
ATTEN
AUTO
AUX
AVG
AWG
BCCMP BITUMINOUS COATED CORRUGATED METAL PIPE
BD BOARD, BUILDING DRAIN
BLDG BUILDING
BLK BLOCK
BM BEAM, BENCH MARK
BOT BOTTOM
BRG BEARING
BRK BRICK
BSMT BASEMENT
BTU BRITISH THERMAL UNIT
BUR BUILT - UP ROOF
C CONVERTOR, CONDUIT
CAP CAPACITY, CAPACITOR
CC COOLING COIL
C-C CENTER TO CENTER
CEM CEMENT
CFH CUBIC FEET PER HOUR
CFM CUBIC FEET PER MINUTE
CHG CHARGE
CHW CHILLED WATER
CI CAST IRON
CIP CAST IRON PIPE
CJ CONTROL JOINT
CKT CIRCUIT
CLG CEILING
CLO CLOSET
CLR CLEAR
CLWG CLEAR WATER GLASS
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONRY UNIT
CND CONDUIT
CNDS CONDENSATE
CO CLEANOUT
CLWG CLEAR WIRE GLASS
CW COLD WATER
COL COLUMN
CONC CONCRETE
COND CONDUCTOR, CONDENSER
CONN CONNECTION
CONSTR CONSTRUCTION
CONT CONTINUOUS, CONTROL
CONTD CONTINUED
CONV CONVERTER
COP COPPER
CORR CORRUGATE
CP CIRCULATING PUMP
CPE CHLORINATED POLYETHYLENE
CPLG COUPLING
CPT CARPET
CR CHAIR RAIL
CSPE
CSK
CT
CTR CENTER
CERAMIC TILE
COUNTERSINK
CHLOROSULFONATED POLYETHYLENE
FIRE EXTINGUISHER CABINET
CU CUBIC, COPPER
CU FT CUBIC FEET
CU YD CUBIC YARD
CUR CURRENT
CV CHECK VALVE
D DEEP
DA DRIP ASSEMBLY
DAU DILUTION AIR UNIT
DB DRY BULB
DET DETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIM DIMENSION
DIP DUCTILE IRON PIPE
DISC DISCONNECT
DISCH DISCHARGE
DL DEAD LOAD
DN DOWN
DOD DEPARTMENT OF DEFENSE
DP DISTRIBUTION PANEL
DR DOOR
DS DOWNSPOUT
DWP DRINKING WATER DISPENSER
DWG DRAWING
DOMESTIC WATER HEATERDWH
E EAST
EA EACH
EF EACH FACE, EXHAUST FAN
EIFS
EL
ELEC
ELEV
EMER
EMT
ENTR
EPA
EPDM
EQL.
EQUPT.
ER
EW
EWC
EXH
EXST
EXP
EXP JT
EXT
F
FC
FD
FDN
FDR
FEXT
FFE
FHC
FH
FIG
FL
FLA
FLEX
FLL
FLMB
FLOUR
FNSH
FR
FRP
FRT
FS
FT
FTG
FU
GA
GAL
GALV
GCMU
GIS
GL
GND
GPH
GPM
EXTERIOR INSULATION FINISH SYSTEM
ELEVATION, EXHAUST LOUVER
ELECTRIC
ELEVATE, ELEVATOR
EMERGENCY
ELECTRICAL METALLIC TUBING
ENTRANCE
EFFECTIVE PROJECTED AREA
ETHELENE PROPOLENE DIANENE MONOMER
EQUAL
EQUIPMENT
EXHAUST REGISTER
EACH WAY
ELECTRIC WATER COOLER
EXHAUST
EXISTING
EXPANSION
EXPANSION JOINT
EXTERIOR
FAHRENHEIT, FACE
FIELD BOLTED
FLEXIBLE CONNECTION
FLOOR DRAIN
FOUNDATION
FEEDER
FIRE EXTINGUISHER
FINISH FLOOR ELEVATION
FIRE HOSE CABINET
FIRE HYDRANT
FIGURE
FLOOR
FULL - LOAD AMPERES
FLEXIBLE
FLOW LINE
FLAMMABLE
FLOURESCENT
FINISH
FRAME
FIBERGLASS REINFORCED POLYESTER
FIRE RETARDENT TREATMENT
FULL SIZE, FLOOR SINK
FORT, FOOT, FEET, FLASH TANK
FOOTING
FUSE
GAGE
GALLON
GALVANIZED
GLAZED CONCRETE MASONRY UNIT
GEOGRAPHIC INFORMATION SYSTEM
GLASS
GROUND
GALLONS PER HOUR
GALLONS PER MINUTE
GUARD POST
MOTOR OPERATED DAMPER
GR
GSU
GV
GWB
GYP
HB
HC
HDW
HDWL
HGT
HID.
HIT
HM
HORIZ
HP
HR
HSV
HTG
HTR
HW
HVY
ID
IDENT
IL
IN
INC
INSUL
INTR
INVT
JT
J
JB
JC
JCT
KCMIL
KIT
KO
KV
KVA
KVAR
KW
KWH
LA
LAV
LAM
LB
LG
LIQ
LP
LTG
LV
MACH
MAINT
MAN
MFR
MATL
MAX
MBH
MCB
MCC
MDP
MECH
MET
MH
MIN
MISC
MK
MLO
MN
MO
MOD
NC
N.B.P.
N
MKA
MTL
MTG
MTD
MT
MP
GRADE
GLAZED STRUCTURAL UNIT
GATE VALVE, GLOBE VALVE
GYPSUM WALL BOARD
GYPSUM
HOSE BIB
HEATING COIL
HARDWARE
HEADWALL
HEIGHT
HIGH INTENSITY DISCHARGE
HIGH INTENSITY TUNGSTEN
HOLLOW METAL
HORIZONTAL
HORSEPOWER, HIGH PRESSURE
HOUR
HOMOGENEOUS SHEET VINYL
HEATING
HEATER
HOT WATER
HEAVY
INSIDE DIAMETER
IDENTIFICATION
INTAKE LOUVER
INCH
INCANDESCENT
INVERT
INTERIOR
INSULATION
JOINT
JOIST
JUNCTION BOX
JANITOR CLOSET
JUNCTION
1000 CIRCULAR MILS
KITCHEN
KNOCK OUT
KILOVOLT
KILOVOLT - AMPERE
KILOVOLT AMPS REACTIVE
KILOWATT
KILOWATT HOUR
LIGHTNING ARRESTOR
LAVATORY
LAMINATE
POUND
LENGTH, LONG
LIQUID
LOW PRESSURE
LIGHTING
LOW VOLTAGE
MACHINE
MAINTENANCE
MANUAL
MANUFACTURE
MATERIAL
MAXIMUM
THOUSAND BTU PER HOUR
MAIN CIRCUIT BREAKER
MOTOR CONTROL CENTER
MAIN DISTRIBUTION PANEL
MECHANICAL
METAL
MANHOLE, METAL HALIDE
MINIMUM, MINUTE
MISCELLANEOUS
MARK
MAIN LUGS ONLY
MAIN
MOTOR-OPERATED, MASONRY OPENING, MONTH
MODEL (FOR GENERAL USE ONLY), MODIFY,
MEDIUM PRESSURE
MOUNT
MOUNTED
MOUNTING
METAL
MAKE UP AIR UNIT
NORTH
NITRILE THERMOPLASTIC
(FOR FUTURE FIRE RATING)
NORMALLY CLOSED
NEC NATIONAL ELECTRIC CODE
NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
NEUT NEUTRAL
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NIC NOT IN CONTRACT
NO NORMALLY OPEN, NUMBER
NOM NOMINAL
NTS NOT TO SCALE
OA OUTSIDE AIR
OC ON CENTER
OD OUTSIDE DIAMETER
OG ORIGINAL GROUND
OPN OPERATION
OPNG OPENING
OPH OPPOSITE
OVHD OVERHEAD
PB PULL BOX, PUSH BUTTON
PD PUMP DISCHARGE
PH PHASE
PI POINT OF INTERSECTION
PIB POLYISOBUTYLENE
PIV POST INDICATOR VALVE
PL PLATE
PLAS PLASTER
PLYWD PLYWOOD
PNL PANEL
QFT
QT
QTY
QUAL
QUARTZ FLOOR TILE
QUARRY TILE, QUART
QUANTITY
QUALITY
S
SCHED
SD/SVT
SD CFM
SECT
SVCE
SGL
SH
SIM
SLP
SOL
SP
SOUTH
SANITARY
SCHEDULE
STATIC DISSIPATIVE SOLID VINYL TILE
SUPPLY DIFFUSER (HVAC)
SECTION
SERVICE
SINGLE
SHEET, SHOWER
SIMILAR
SLOPE
SOLENOID
SINGLE POLE, SPACING, SPARE
R
RA
RAD
RCP
RCPT
RD
RDC
RDCN
REINF
REQD
RET
REV
RG
RGS
RLT
RM
RMC
R.O.
RND
RPM
RST
RISER, RADIUS
RETURN AIR
RADIUS
REINFORCED CONCRETE PIPE,
RECEPTACLE
ROAD, ROOF DRAIN
REDUCE
REDUCTION
REINFORCE
REQUIRED
RETAIN
REVISION
RETURN GRILLE
RIGID GALVANIZED STEEL
RUBBER LANDING TILE
ROOM
RIGID METAL CONDUIT
ROUGH OPENING
ROUND
REVOLUTIONS PER MINUTE
RUBBER STAIR TREADS
PNT
P.O.C.
POL
PR
PRELIM
PRESS
PRI
PRV
PS
PSF
PSI
P.T.
PT
PT'D
P.U.F.
PVC
PVI
PVT
PAINT
POINT OF CONNECTION
POLISH
PAIR
PRELIMINARY
PRESSURE
PRIMARY
PRESSURE REDUCING VALVE
PULL SWITCH
POUND FORCE PER SQUARE FOOT
POUND FORCE PER SQUARE INCH
PRESERVATIVE TREATMENT
POINT
PAINTED
POLYURETHANE FOAM
POINT OF VERTICAL CURVE, POLYVINYL CHLORIDE
POINT OF VERTICAL INTERSECTION
POINT OF VERTICAL TANGENT
WALL BOARD
SPEC
SPR
SPRT
SQ
SQ FT
SR
SPECIFICATION
SINGLE PLY ROOF
SUPPORT
SQUARE
SQUARE FOOT
SUPPLY REGISTER
SERVICE SINKSS
S.S.T.
ST
STA
STD
STL
STOR
ST PR
STAINLESS STEEL
STEAM, STREET
STATION
STR
STRL
SUSP
SVT
SW
SYS
STREAM, STRAINER
STRAIGHT, STRENGTH,
STANDARD
STEEL
STORAGE
STATIC PRESSURE
STRUCTURAL
SUSPEND
SOLID VINYL TILE
SWITCH, SOLID WOOD
SYSTEM
T
TAN
T & B
TBM
TC
TDH
TEL
TEMP
TERM
TG
THK
THR
THRU
TOM
TOS
TOW
TSCT
TYP
U
UGND
UH
UL
UNO
URN
UPS
US
UTIL
V
VAC
VC
VCP
VCT
VEL
VENT
VERT
VEST
VOL
VS
VTR
W
W/
W/O
WC
WD
WDO
WHA
WI
WL
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WS
WT
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WWM
XBRA
XFMR
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TOILET
TANGENT
TOP AND BOTTOM
TEMPORARY BENCH MARK
TOP OF CURB
TOTAL DYNAMIC HEAD
TELEPHONE
TEMPERATURE
TERMINAL
TRANSFER GRILLE
THICK
THRESHOLD
THROUGH
TOP OF MASONRY
TOP OF STEEL
TOP OF WALL
THIN SET CERAMIC TILE
TYPICAL
UNION
UNDERGROUND
UNIT HEATER
UNDERWRITERS LABORATORY
UNLESS NOTED OTHERWISE
UNINTERUPTABLE POWER SUPPLY
URINAL
UNITED STATES
UTILITY
VOLT, VALVE
VACUUM
VITRIFIED CLAY
VITRIFIED CLAY PIPE
VINYL COMPOSITION TILE
VELOCITY
VENTILATION
VERTICAL
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WOOD, WINDOW DIMENSION
WINDOW
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WROUGHT IRON
WATER LEVEL
WATER RESISTANT GYPSUM
WASTE STACK, WATER SURFACE
WEIGHT
WEATHERPROOF
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YARD
YEAR
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G-004
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LOCATION MAPVICINITY MAP
STATE OF CALIFORNIA MAP
RFTA
PARKS
HAUL ROUTE
PARKS RFTA
ALAMEDA COUNTY
LOCATION
PROJECT
TRAINING
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OFFICER PRIOR TO MOBILIZATION. MAIN GATE HOURS 24/7.
CONTRACTOR TO VERIFY HAUL ROUTE WITH CONTRACTINGNOTE:
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367.30
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GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
SHEET NOTES
S
C U
R R
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B
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D L E
GENERAL NOTES
O V
E R
A L L S
IT
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IT
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L A
N
LEGEND
MH-1
CO-1
PIV-1
FH-1
10'
OF 6" LARGER THAN EQUIPMENT ON ALL SIDES.
EQUIPMENT SUPPLIERS. PAD TO BE A MINIMUM
THROUGH PAD TO BE COORDINATED WITH
LOCATIONS OF OPENINGS AND SLEEVES
EXACT UTILITY PAD DIMENSIONS AND
FINISH GRADE
NOT TO SCALECU101
M
IN
1.5
EQUIPMENT
M
IN
ANCHORS SPECIFIED.
TO PAD IS REQUIRED, USE CONCRETE
WHEN ANCHORAGE OF EQUIPMENT
NOTE:
BE INSTALLED WITH 4" MINIMUM EDGE DISTANCE IN EACH DIRECTION.
MANUFACTURER AND APPROVED BY THE ENGINEER. ANCHORS SHALL
BOLTS LESS THAN 3/4" DIAMETER WHEN APPROVED BY THE EQUIPMENT
LIEU OF CAST-IN-PLACE ANCHOR BOLTS FOR EQUIPMENT ANCHOR
8. AT CONTRACTOR’S OPTION, CONCRETE ANCHORS MAY BE USED IN
TABLE BELOW).
CLEARANCE TO KEEP ANCHOR BOLT ABOVE SUPPORTING SLAB (SEE
7. HEIGHT OF PADS SHALL BE MINIMUM REQUIRED FOR ANCHOR BOLT
THAT ARE LEFT IN PLACE SHALL NOT BE EXPOSED TO VIEW.
BASE WHILE THE NON-SHRINK GROUT IS PLACED. WEDGES OR SHIMS
6. WEDGES, SHIMS, OR LEVELING NUTS SHALL BE USED TO SUPPORT THE
OTHERWISE.
5. EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS INDICATED
WITH NON-SHRINK GROUT AFTER BOLTS ARE ALIGNED.
GREATER THAN ANCHOR BOLT DIAMETER. SLEEVES SHALL BE FILLED
GREATER THAN BOLT DIAMETER AND A MAXIMUM INTERNAL DIAMETER 3"
4. ANCHOR BOLT SLEEVES SHALL HAVE A MINIMUM INTERNAL DIAMETER 1"
SLEEVE LENGTH SHALL BE 8 TIMES THE BOLT DIAMETER.
BOLT MOVEMENT OF 1/2" IN ALL HORIZONTAL DIRECTIONS. THE MINIMUM
3. ANCHOR BOLT SLEEVES SHALL BE USED TO PROVIDE MINIMUM ANCHOR
THE BASE PLATE, WHILE PAD IS BEING PLACED.
POSITION WITH A TEMPLATE OR OTHER ACCEPTABLE MEANS, MATCHING
AND AS APPROVED BY THE ENGINEER. ANCHOR BOLTS SHALL BE HELD IN
ANCHOR BOLTS SHALL BE DETERMINED BY THE EQUIPMENT MANUFACTURER
2. THE SIZE, NUMBER, TYPE, LOCATION, AND THREAD PROJECTION OF THE
OR AS INDICATED BY THE MANUFACTURER AND APPROVED BY THE ENGINEER.
1. PAD SIZE SHALL BE MINIMUM INDICATED OR AS SHOWN ON THE PLANS
CONCRETE EQUIPMENT NOTES:
ON PLANS
NOTED OTHERWISE
6" MIN, TYP UNLESS
TYP
3/4" CHAMFER
ALL AROUND
EDGE OF SLAB
THICKENED
DENSITY (ASTM D 1557)
TO 92% OF LABORATORY MAXIMUM
12" RAW SUBGRADE COMPACTED
SEE NOTE
CONCRETE ANCHORS,
SEE TABLE BELOW
1/2
5/8 3/4 7/8
11 21
1 1 1/4 1 3/8 1 1/2 1 3/4
8.5 10 12.5 15 16.5 18MIN PAD HT (IN.)
LAYDOWN AND STAGING AREA
CONSTRUCTION LIMITS
SANITARY SEWER MANHOLE
CLEAN OUT
POST INDICATOR AND VALVE
VALVE
FIRE HYDRANT
FIRE WATERLINE
WATERLINE
SANITARY SEWER LINE
6' MIN.
CHAPTER 4, SECTION 26 AGGREGATE BASES.
MEETING CALTRANS STANDARD SPECIFICATIONS
6" GRADED AGGREGATE BASE
FOR MINOR CONCRETE INCLUDING STRENGTH AND MIXTURE.
STANDARD SPECIFICATIONS CHAPTER 4, SECTION 90 CONCRETE
CONCRETE SHALL MEET THE REQUIREMENTS OF CALTRANS
BOLT DIA (IN.)
CLR FROM TOP SURFACE
#5@12" EW @ 2"
2.
1.
DIA. OF PIPE
D
D
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IN
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NOTES:
SEE SPECIFICATIONS
PLASTIC MARKING TAPE
SEED & PROTECTION
GEOTECHNICAL ENGINEER
OR AS RECOMMENDED BY THE
HORIZONTAL TO ONE VERTICAL
A MINIMUM RATE OF TWO
SLOPE EARTH EXCAVATION AT
D /1
18" MAX.
6" MIN.
NOT TO SCALECU101
TYPICAL UTILITY TRENCH
CONCRETE EQUIPMENT PAD
LOCATION OF ANY SLEEVES.
AND OPENINGS THRU PAD INCLUDING THE USE AND
EQUIPMENT MANUFACTURER FOR EXACT LOCATION
BUILDING. CONTRACTOR TO COORDINATE WITH
DRAWINGS FOR LOCATION AND CONTINUATION AT
TRENCH DETAIL, THIS SHEET. REFER TO MECHANICAL
CHILLED WATER LINE. REFER TO DETAIL 2 TYPICAL
CONCLUSION OF PROJECT.
AND RESTORE AREA TO EXISTING CONDITIONS AT
CONTRACTOR TO DOCUMENT EXISTING CONDITIONS
CONTRACTOR STAGING AND LAY DOWN AREA.
REFER TO DETAIL 1, THIS SHEET.
AWAY FROM PAD AT MINIMUM 5% SLOPE FOR FIRST 10'.
RECOMMENDATIONS. PROVIDE POSITIVE DRAINAGE
PAD IN ACCORDANCE WITH MANUFACTURER'S
PROVIDE NEW CONCRETE MECHANICAL EQUIPMENT
31 00 00.00 06.
RESTORED PER SPECIFICATIONS 32 92 19 AND
DISTURBANCE. ALL DISTURBED AREAS SHALL BE
DURING CONSTRUCTION AND SHALL MINIMIZE GROUND
TEMPORARY EROSION CONTROL MEASURES AND PERMITS
BUILDING. CONTRACTOR TO PROVIDE ALL NECESSARY
FROM AND AROUND EQUIPMENT PAD AND AWAY FROM
CONTRACTOR TO PROVIDE POSITIVE GRADING AWAY
THE GOVERNMENT IMMEDIATELY.
DISCREPANCIES EXIST, THE CONTRACTOR SHALL NOTIFY
APPROVAL FROM THE CONTRACTING OFFICER. IF ANY
BASIS FOR A CHANGE IN DESIGN EXCEPT UPON PRIOR
IS ENCOUNTERED ON SITE WOULD NOT BE CONSIDERED A
WORK. ANY DEVIATION FROM WHAT IS SHOWN AND WHAT
UTILITIES, PAVING AND GRADING BEFORE COMMENCING
CONTRACTOR TO VERIFY ALL EXISTING STRUCTURES,
GRANULAR BACKFILL.
COMPACTED SELECT
REQUIREMENTS.
MANUFACTURER'S
SHALL MEET PIPE
PIPE BEDDING AND BACKFILL1.
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D A
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US Army Corps of Engineers
US Army Corps
L O
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V
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L E
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* * * S A F E T Y P A Y S * * *
* * * S U P P O R T V A L U E E N G I N E E R I N G - I T P A Y S * * *
D R
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GENERAL STRUCTURAL NOTES
D
D
IC
K E
Y B
R E
N N
E R
AVOID IMPOSING EXCESSIVE LOADS ON SUPPORTING STRUCTURE.
J. LOCATE DEMOLITION EQUIPMENT AND PROMPTLY REMOVE DEBRIS TO
NOT USE POWER DRIVEN IMPACT TOOLS.
DRILL HOLES AT CORNERS BEFORE CUTTING TO ELIMINATE OVERRUNS. DO
WITH STRUCTURE TO REMAIN USING POWER-DRIVEN SAW OR HAND TOOLS.
I. DEMOLISH CONCRETE IN SMALL SECTIONS. CUT CONCRETE AT INTERFACE
PROCESS.
ADJACENT FINISHES TO REMAIN FROM DAMAGE DURING THE DEMOLITION
H. THE CONTRACTOR SHALL PROTECT STRUCTURAL ELEMENTS AND
OF ADJACENT STRUCTURES AND FINISHES DURING CONSTRUCTION.
DOCUMENTATION BEFORE AND DURING CONSTRUCTION AND MONITORING
CONSTRUCTION. THE CONTRACTOR SHALL INCLUDE PHOTOGRAPHIC
ADJACENT STRUCTURAL ELEMENTS, FINISHES, AND PROPERTY DURING
G. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT
EXISTING STRUCTURE AND PROPERTY.
CONTRACTOR SHALL PROMPTLY REMEDY DAMAGE AND/OR LOSS TO
EXISTING STRUCTURAL ELEMENTS, FINISHES, AND PROPERTY. THE
F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THE
DETERMINATION IS MADE FOR CONTINUING THE DEMOLITION OPERATION.
TAKE PRECAUTIONS TO TEMPORARILY SUPPORT THE STRUCTURE UNTIL A
APPEARS TO BE ENDANGERED. IN SUCH CASES, THE CONTRACTOR SHALL
DIRECTOR/CONTRACTING OFFICER IF THE SAFETY OF THE STRUCTURE
E. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND PROJECT
ELEMENT TO BE DEMOLISHED AND ADJACENT STRUCTURE(S) TO REMAIN.
PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF STRUCTURE OR
ERECTION OF ALL TEMPORARY BRACING AND SHORING NECESSARY TO
D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND
DIRECTOR/CONTRACTING OFFICER.
REPORT ALL DISCREPANCIES TO THE ENGINEER OF RECORD AND PROJECT
CONSTRUCTION PRIOR TO COMMENCING THE WORK. IMMEDIATELY
STRUCTURAL MEMBERS, RELATED TO THE DEMOLITION AND NEW
BUT NOT LIMITED TO DIMENSIONS, ELEVATIONS, AND SIZES OF EXISTING
C. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, INCLUDING
PRECAUTIONS AS THEY RELATE TO THIS WORK.
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR SAFETY
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION MEANS,
OF ANY DISCREPANCIES.
ENGINEER OF RECORD AND PROJECT DIRECTOR/CONTRACTING OFFICER
THE NEW CONSTRUCTION PLANS, SECTIONS AND DETAILS. NOTIFY
DEMOLITION WORK SHOWN ON THE ARCHITECTURAL DRAWINGS AND
A. COORDINATE ALL STRUCTURAL DEMOLITION WORK WITH ADDITIONAL
III. DEMOLITION
AND FOUNDATIONS UNDER THIS CONTRACT.
BEEN MADE THAT WILL IMPACT DESIGN PROVISIONS OF STRUCTURES
6. FUTURE EXPANSION: NO PROVISION FOR FUTURE EXPANSION HAS
H. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE
G. EXISTING BUILDING DESIGN SEISMIC BASE SHEAR = 1533.6 kips
SHEAR WALLS, R = 5.0, CS = 0.232
SEISMIC RESPONSE COEFF, CS: SPECIAL REINFORCED MASONRY
F. EXISTING BUILDING RESPONSE MODIFICATION FACTOR, R, AND
REINFORCED CONCRETE SHEAR WALLS, R = 5.0, CS = 0.230
SEISMIC RESPONSE COEFF, CS: LOAD BEARING SPECIAL
F. EXISTING BUILDING RESPONSE MODIFICATION FACTOR, R, AND
E. SEISMIC DESIGN CATEGORY - D
SDS = 1.16g SD1 = 0.77g
D. DESIGN SPECTRAL RESPONSE ACCELERATIONS
C. SITE CLASSIFICATION - D
SS = 1.741g S1 = 0.638g
B. MAPPED SPECTRAL RESPONSE ACCELERATIONS
A. OCCUPANCY CATEGORY II, IMPORTANCE FACTOR =1.0
5. SEISMIC
C. INTERNAL PRESSURE COEF., GCpi = +/-0.18
B. EXPOSURE CATEGORY - C
A. IMPORTANCE FACTOR = 1.0
4. WIND: 92 MPH BASIC WIND SPEED
F. SLOPED ROOF SNOW LOAD = 0 psf
E. FLAT ROOF SNOW LOAD, Pf = 0 psf
D. IMPORTANCE FACTOR = 1.0
C. THERMAL FACTOR, Ct = 1.0
B. SLOPE FACTOR, Cs = 1.0
A. EXPOSURE FACTOR, Ce = 0.9 (EXPOSURE C)
3. SNOW: GROUND SNOW LOAD = 0 psf
MECH/ELEC ROOMS - 125 psf
STORAGE - 150 psf
OFFICES - 50 psf
CORRIDORS ABOVE THE FIRST FLOOR - 80 psf
ROOF LIVE LOAD - 20 psf
TYPICAL 2ND AND 3RD FLOOR LIVE LOAD - 100 psf
2. EXISTING BUILDING LIVE LOADS
THIRD-STORY MIN. ROOF DEAD LOAD - 46.2 psf
THIRD-STORY ROOF DEAD LOAD (INCLUDING JOISTS) - 71.8 psf
MIN. ROOF DEAD LOAD - 9.2 psf
ROOF DEAD LOAD (INCLUDING JOISTS) - 31 psf
3RD FLOOR DEAD LOAD - 61 psf
2ND FLOOR DEAD LOAD - 61 psf
1. EXISTING BUILDING DEAD LOADS
B. SUPERIMPOSED DESIGN LOADS
02 OCT 2023.
UFC 3-301-01, STRUCTURAL ENGINEERING, 11 APR 2023, CHANGE 1,
STRUCTURES.
ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER
2021 INTERNATIONAL BUILDING CODE.
A. BUILDING CODES
II. DESIGN CRITERIA
FOR RESUBMITTAL.
3. SUBMITTALS FAILING TO CONFORM TO THE ABOVE WILL BE RETURNED
REQUESTED BY THE CONTRACTING OFFICER.
2. IDENTIFY ANY CHANGES WHICH HAVE BEEN MADE OTHER THAN THOSE
BY NUMBER.
1. IDENTIFY PROMINENTLY ON DRAWINGS EACH AND ALL RESUBMITTALS
PROJECT SPECIFICATIONS SECTION 01 33 00.
C. SUBMIT SHOP DRAWINGS, PROJECT DATA AND SAMPLES AS SPECIFIED IN
PLANS.
UNLESS NOTED OTHERWISE IN PROJECT SPECIFICATIONS OR ON THE
RECENT ISSUE IN EFFECT AS OF THE DATE OF THESE DOCUMENTS,
B. ALL REFERENCES TO REFERENCE STANDARDS HEREIN ARE TO MOST
REQUIREMENTS.
PLAN NOTES AND PROJECT SPECIFICATIONS FOR FURTHER DETAILS AND
INFORMATION FOR THE READER'S CONVENIENCE. SEE ALSO INDIVIDUAL
A. THESE GENERAL NOTES PRESENT AND/OR SUMMARIZE KEY PROJECT
I. GENERAL
S-001
SEE SPECS.
F. SHOP DRAWINGS. SUBMIT ERECTION AND FABRICATION SHOP DRAWINGS,
7.12, AND 7.13.
E. TOLERANCES. AISC CODE OF STANDARD PRACTICE 2005, SECTION 6.4,
CAPACITY OF THE BEAM.
NON-COMPOSITE BEAM CONNECTIONS FOR 50% OF THE FULL
3. SIMPLE SHEAR CONNECTIONS: STEEL FABRICATOR SHALL DESIGN
PER AWS D1.1/D1.8.
ON THE DRAWINGS, USE MINIMUM SIZE FOR PREQUALIFIED JOINTS
REQUIRED IN SPECIFICATIONS. WHERE WELD SIZE IS NOT INDICATED
SUBJECT TO INSPECTION AND NONDESTRUCTIVE EXAMINATION AS
2. WELDS: AWS D1.1/D1.8, SERIES E70XX. ALL WELDS SHALL BE
EXPANSION ANCHORS, ETC. IN ALL ANGLES, BEAM FLANGES, ETC.
GAGE" DIMENSIONS SHALL BE USED FOR LOCATING HOLES FOR BOLTS,
STRUCTURAL CONNECTIONS. UNO, STANDARD AISC "USUAL
JOINTS USING HIGH STRENGTH BOLTS", RESEARCH COUNCIL ON
INSTALLED IN CONFORMANCE WITH "SPECIFICATIONS FOR STRUCTURAL
1. HIGH-STRENGTH BOLTS: ASTM F3125 GRADE A325 BEARING TYPE
D. CONNECTIONS. AISC MANUAL STANDARD CONNECTIONS UNLESS NOTED.
50 ksi FOR RECTANGULAR SHAPES)
TUBE (HSS) SHAPES - ASTM A500, GRADE C (46 ksi FOR ROUND SHAPES, CHANNELS, ANGLES, AND MISC. SHAPES - ASTM A36
C. GRADE STEEL. WIDE FLANGE SHAPES - ASTM A992
B. DESIGN METHOD. LOAD AND RESISTANCE FACTORED DESIGN (LRFD).
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.
A. DESIGN, FABRICATION, AND ERECTION. AISC SPEC., FOR THE DESIGN,
IV. STRUCTURAL STEEL
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IDENTIFICATION
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D A
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®of Engineers
US Army Corps of Engineers
US Army Corps
L O
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* * * S A F E T Y P A Y S * * *
* * * S U P P O R T V A L U E E N G I N E E R I N G - I T P A Y S * * *
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23A
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METAL DECK
(E) CONC SLAB ON
(E) STEEL BEAM
CHANNEL, SEE PLAN
2"
MECH/ARCH
COORD w/
METAL DECK
(E) CONC SLAB ON
23A
23A 523A
23A
SEE PLAN
CHANNEL,
SEE PLAN
CHANNEL,
OPENING
REQUIRED TO SQUARE UP
CHIP OUT CORNERS AS
SAWCUTTING OPENING
OPENING PRIOR TO
EA CORNER OF NEW
CORE DRILL 6" DIA HOLE
SIZE AND LOCATION
TO ARCH/MECH FOR
NEW OPENING. REFER
EXISTING CONCRETE
SAWCUT AND REMOVE
HOLES)
ONLY TO CORED
CORNERS (SAWCUT
DO NOT OVERCUT
C6X8.2
C6X8.2
C
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D w
MECH/ARCH
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FLUSH WITH CONC DEMO
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CUT AND REMOVE EXISTING
SLAB PER GENERAL NOTES.
REMOVE EXISTING CONC
8'-2" (THIRD FLOOR)
8'-4" (SECOND FLOOR)
FIELD VERIFY
(E
W x S
E C
O N
D F
L O
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(E
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GENERAL SHEET NOTES
OF SLAB REMOVAL.
REFER TO MECHANICAL FOR LOCATIONS AND EXTENTS 1.
REFER TO MECHANICAL FOR LOCATIONS AND EXTENTS OF SLAB REMOVAL.
NOTE:
TYPICAL NEW OPENING IN EXISTING FLOOR
SCALE: NTS
T Y
P
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A L D
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A
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S A
N D S
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T
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N
S-501
TYPICAL NEW OPENING IN EXISTING CONCRETE WALL OR FLOOR
SCALE: NTS
S-501
S-501
S-501 S-501
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CIRCULATION
TOILET
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2ND MED EM
OFFICE
2ND MED EEM
OFFICE
OFFICE
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IDENTIFICATION
SHEET
D A
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
L O
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* * * S A F E T Y P A Y S * * *
* * * S U P P O R T V A L U E E N G I N E E R I N G - I T P A Y S * * *
D R
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SHEET KEYNOTES
GENERAL SHEET NOTES
ALL DIMENSIONS SHALL BE FIELD VERIFIED.5.
CONTRACTOR TO REPAIR TO ORIGINAL STATE.
DEMOLITION WILL BE THE RESPONSIBILITY OF THE
THAT ARE DAMAGED OR DESTROYED AS A RESULT OF
PRIOR TO DEMOLITION. ALL ITEMS THAT ARE TO REMAIN
VERIFY ALL SURROUNDING AND CONCEALED ITEMS 4.
DRAWINGS FOR DEMOLITION AND NEW CONSTRUCTION.
REFER TO STRUCTURAL, MECHANICAL, AND ELECTRICAL 3.
CONSTRUCTION PLAN.
COORDINATE EXTENT OF WALL DEMOLITION WITH NEW 2.
CONSTRUCTION.
CONTRACTING OFFICER IN PREPARATION FOR NEW
DEMOLITION AS DETERMINED/APPROVED BY THE
CONTRACTOR SHALL PATCH ALL SURFACES IN AREAS OF 1.
DURING REMOVAL AND RE-INSTALLATION.
CONTRACTOR TO REPLACE IN KIND ANY ACT DAMAGED
AND PIPING. IT IS THE RESPONSIBILITY OF THE
RE-INSTALLATION AS REQUIRED FOR HVAC DUCTWORK
REMOVE EXISTING ACT PANELS AND SALVAGE FOR 6.
AND RE-INSTALLATION.
KIND ANY SOUND PANELS DAMAGED DURING REMOVAL
RESPONSIBILITY OF THE CONTRACTOR TO REPLACE IN
HEADS SHALL REMAIN IN PLACE. IT IS THE
RE-INSTALLATION. SOUND PANELS WITH SPRINKLER
DUCT WORK INSTALLATION AND STORE FOR
REMOVE CEILING SOUND PANELS AS REQUIRED FOR 5.
CONSTRUCTION.
NEW DUCT WORK, PIPING, AND ASSOCIATED WALL
REMOVE EXISTING SOFFIT AS REQUIRED TO INSTALL 4
CONSTRUCTION PLAN.
RETAIN FOR RE-INSTALLATION. REFER TO NEW
REMOVE EXISTING DOUBLE PAN TYPE WATER COOLER, 3.
CEILING.
REMOVE EXISTING CHASE WALL FROM FLOOR TO 2.
CEILING.
REMOVE EXISTING SHAFT WALL FROM FLOOR TO 1.
48'32'16'08'16'
"=1'-0"16
1GRAPHIC SCALE:
T R
A
IN
IN
G B
U
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D
IN
G
T
R E
D M
O N
SCALE: 1/16" = 1'-0"
M
B A
R N
E T
T
SCALE: 1/16" = 1'-0"
COMPOSITE DEMOLITION SECOND FLOOR PLAN
COMPOSITE DEMOLITION THIRD FLOOR PLAN
SCALE: 1/4" = 1'-0"
4 ENLARGED DEMOLITION PLAN
SCALE: 1/4" = 1'-0"
3 ENLARGED DEMOLITION PLAN
4' 2' 0 4' 8' 12'
"=1'-0"4
1GRAPHIC SCALE:
K
B L
A N
F O
R D
TYP.
TYP.
TYP.
TYP.TYP.TYP.
4 4 4
TYP.
TYP.
F L
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L A
N S D
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O L
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N
AD120
AD120
AD120
AD120
AD120 AD120
AD120
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66666666666
TYP.
TYP.
KEY PLAN
SECOND FLOOR
KEY PLAN
THIRD FLOOR
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C T N
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IDENTIFICATION
SHEET
D A
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
L O
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V
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Louisville District
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* * * S A F E T Y P A Y S * * *
* * * S U P P O R T V A L U E E N G I N E E R I N G - I T P A Y S * * *
D R
A W
IN
G C
O D
E
M R
A R H
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A
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S
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M P P
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P A
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S R
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A
SHEET KEYNOTES
LOUVER FLASHING.
PERIMETER AS NEEDED TO INSTALL NEW LOUVER AND
REMOVE EXISTING EIFS WALL SYSTEM AROUND ENTIRE 2.
LOUVER, REFER TO MECHANICAL DRAWINGS.
OPENING FOR NEW 24"x16" PRE-FINISHED METAL
REMOVE EXISTING EXTERIOR WALL AND PREPARE 1.
GENERAL SHEET NOTES
CONTRACTOR TO REPAIR TO ORIGINAL STATE.
DEMOLITION WILL BE THE RESPONSIBILITY OF THE
THAT ARE DAMAGED OR DESTROYED AS A RESULT OF
PRIOR TO DEMOLITION. ALL ITEMS THAT ARE TO REMAIN
VERIFY ALL SURROUNDING AND CONCEALED ITEMS 4.
AND NEW CONSTRUCTION.
REFER TO MECHANICAL DRAWINGS FOR DEMOLITION 3.
CONSTRUCTION PLAN.
COORDINATE EXTENTS OF WALL DEMOLITION WITH NEW 2.
CONSTRUCTION.
CONTRACTING OFFICER IN PREPARATION FOR NEW
DEMOLITION AS DETERMINED/APPROVED BY THE
CONTRACTOR SHALL PATCH ALL SURFACES IN AREAS OF 1.
"=1'-0"8
1GRAPHIC SCALE:
24'16'8'04'8'
T R
A
IN
IN
G B
U
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D
IN
G
T
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D M
O N
SCALE: 1/8" = 1'-0"
M
B A
R N
E T
T
K
B L
A N
F O
R D
SOUTH ELEVATION - DEMOLITION
E A
S T E
L E
V A
T
IO
N D
E M
O L
IT
IO
N
AD201
AD201
15'-4"1' 4"
W
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124A
OFFICE
124B
OFFICE
124C
UNIT STORAGE
MAIL SORT
MEN'S TOILET
MEN'S LOCKER ROOM
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LIBRARY
LEARNING CENTER
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S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
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L E
P L
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E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
Louisville District
L O
U
IS
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C P
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A -1
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R
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R
N
* * * S A F E T Y P A Y S * * *
* * * S U P P O R T V A L U E E N G I N E E R I N G - I T P A Y S * * *
D R
A W
IN
G C
O D
E
M R
A R H
V A
C R
E P
A
IR
S
C A
M P P
A R
K S
C A
L
IF
O R
N
IA
J U
L Y
C O
R R
E C
T E
D F
IN
A L S
U B
M
IT
T A
L
P A
R K
S R
E S
E R
V E F
O R
C E
S T
R A
IN
IN
G A
R E
A
SHEET KEYNOTES
GENERAL SHEET NOTES
CONSTRUCTION ENTRY.
THE DOORS INDICATED WILL BE USED FOR 2.
RE-INSTALLATION ONCE CONSTRUCTION IS COMPLETE.
REMOVED AND SHALL BE SALVAGED AND STORED FOR
EXISTING HARDWARE ON INDICATED DOORS TO BE 1.
HARDWARE WHEN CONSTRUCTION IS COMPLETE.
OUTSIDE LEVER CONTROL. RE-INSTALL SALVAGED
VERTICAL ROD EXIT DEVICE WITH KEYED LOCK/UNLOCK
DEVICE PANIC BAR AND STORE. INSTALL A SURFACE
REMOVE THE EXISTING SURFACE VERTICAL ROD EXIT 2.
COMPLETE.
SALVAGED HARDWARE WHEN CONSTRUCTION IS
LOCK/UNLOCK OUTSIDE LEVER CONTROL. RE-INSTALL
STORE. INSTALL A RIM EXIT DEVICE WITH KEYED
REMOVE THE EXISTING RIM EXIT DEVICE PANIC BAR AND 1.
48'32'16'08'16'
"=1'-0"16
1GRAPHIC SCALE:
T R
A
IN
IN
G B
U
IL
D
IN
G
SCALE: 1/16" = 1'-0"
COMPOSITE FIRST FLOOR PLAN
C O
M P
O S
IT
E F
IR
S T F
L O
O R P
L A
N
M
B A
R N
E T
T
T
R E
D M
O N
K
B L
A N
F O
R D
M A
Y
A-110
W
2Q R
R
_P la ns -0
TOILET
WOMEN'S
TOILET
MEN'S
TOILET
MEN'S
TOILET
WOMEN'S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
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D B
Y
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S C
R
IP
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IO
N
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4 5
A
B
M A
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A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
Louisville District
L O
U
IS
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C P
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A -1
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N
* * * S A F E T Y P A Y S * * *
* * * S U P P O R T V A L U E E N G I N E E R I N G - I T P A Y S * * *
D R
A W
IN
G C
O D
E
M R
A R H
V A
C R
E P
A
IR
S
C A
M P P
A R
K S
C A
L
IF
O R
N
IA
J U
L Y
C O
R R
E C
T E
D F
IN
A L S
U B
M
IT
T A
L
P A
R K
S R
E S
E R
V E F
O R
C E
S T
R A
IN
IN
G A
R E
A
SHEET KEYNOTES
OPERABLE.
SHALL BE LOCKED IN PLACE. WINDOWS ARE TO REMAIN
THE CONTROLS SYSTEM. SKYLIGHTS AND LOUVERS
LOUVERS SHALL REMAIN AND BE DISCONNECTED FROM
ALL EXISTING OPERABLE SKYLIGHTS, WINDOWS, AND 6.
FIELD VERIFY ALL DIMENSIONS.5.
DRAWINGS FOR NEW WORK.
REFER TO STRUCTURAL, MECHANICAL, AND ELECTRICAL 4.
MATCH THE EXISTING FINISHES OF THE FACILITY.
STRUCTURE, HVAC, AND CONDUIT SHALL BE PAINTED TO
ALL NEW WORK INCLUDING EXISTING EXPOSED CEILING 3.
DRAWINGS.
COORDINATE EXTENT OF NEW WORK WITH DEMOLITION 2.
BY THE CONTRACTING OFFICER.
AFFECTED BY DEMOLITION AS DETERMINED/APPROVED
CONTRACTOR SHALL PATCH AND REPAIR ALL SURFACES 1.
PANELS.
COORDINATE LOCATION WITH DUCTWORK ACCESS
INSTALL 12" X 12" ACCESS PANEL IN THE SOFFIT ABOVE. 12.
WALL. REFER TO WALL TYPE 2 FOR INFILL.
PATCH AND REPAIR EXISTING OPENINGS IN THE SOFFIT 11.
ACCESS PANELS.
FLOOR. COORDINATE LOCATION WITH DUCTWORK
INSTALL 12" X 12" ACCESS PANEL 6" ABOVE FINISHED 10.
THE WALL OPENING. REFER TO DETAIL 5/A-540.
INSTALL 18" TALL ANODIZED ALUMINUM GUARDRAIL IN 9.
DAMAGED DURING REMOVAL AND RE-INSTALLATION.
THE CONTRACTOR TO REPLACE IN KIND ANY ACT
AND PIPING INSTALLATION. IT IS THE RESPONSIBILITY OF
RE-INSTALL SALVAGED ACT PANELS AFTER DUCTWORK 8.
EXISTING RAILING TO REMAIN.7.
RE-INSTALLATION.
PANELS DAMAGED DURING REMOVAL AND
THE CONTRACTOR TO REPLACE IN KIND ANY SOUND
AND PIPING INSTALLATION. IT IS THE RESPONSIBILITY OF
RE-INSTALL CEILING SOUND PANELS AFTER DUCT WORK 6.
AFTER DUCT WORK, PIPING, AND WALL INSTALLATION.
PATCH AND REPAIR EXISTING SOFFIT AS REQUIRED 5.
REFER TO DETAIL 1/A-540.
4'-0" WIDE x 12'-0" LONG INSTALLED IN EXISTING OPENING.
2 1/2" THICK FRAMED INSULATED TRANSLUCENT PANELS 4.
OF WATER COOLERS.
AND SANITARY PIPING AS REQUIRED FOR NEW LOCATION
INSTALL TO MEET ABA REQUIREMENTS. EXTEND WATER
INSTALL SALVAGED DOUBLE PAN TYPE WATER COOLER. 3.
REFER TO WALL TYPE 2.
CONSTRUCT NEW CHASE WALL FROM FLOOR TO CEILING. 2.
WALL TYPE 1.
TO CEILING TO MEET 1 HOUR FIRE RATING. REFER TO
CONSTRUCT NEW SHAFT WALL ASSEMBLY FROM FLOOR 1.
48'32'16'08'16'
"=1'-0"16
1GRAPHIC SCALE:
T R
A
IN
IN
G B
U
IL
D
IN
G
R E
D M
O N
SCALE: 1/16" = 1'-0"
M
B A
R N
E T
T
SCALE: 1/16" = 1'-0"
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
4' 2' 0 4' 8' 12'
"=1'-0"4
1GRAPHIC SCALE:
COMPOSITE NEW WORK THIRD FLOOR PLAN
COMPOSITE NEW WORK SECOND FLOOR PLAN
ENLARGED NEW WORK PLAN
ENLARGED NEW WORK PLAN
3'-2"
2'-0"
2'-0"
3'-2"
TYP. TYP.
TYP.
TYP.
4 4 4 4 4
TYP.
TYP.
K
B L
A N
F O
R D
TYP.
TYP.
7 7 7 7 7
F L
O O
R P
L A
N S N
E W W
O R
K
A-120
A-120 A-120
A-120
A-120
A-120 A-120
88888888888
88888888888
9 9 9 9 9 9 9 9
99 9 9 9 9 9 9
KEY PLAN
SECOND FLOOR
KEY PLAN
THIRD FLOOR
(TYP.)
4'-0"
(TYP.)
4'-0"
ADMIN COMMON
ADMIN COMMON
11 11
W
2Q R
R
_P la ns -0
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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C K
D B
Y
D E
S
IG
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D B
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S C
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D A
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D B
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P L
O T S
C A
L E
P L
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E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
Louisville District
L O
U
IS
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C P
R C
A -2
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A N
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D
M A
S O
N H
A N
G E
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* * * S A F E T Y P A Y S * * *
* * * S U P P O R T V A L U E E N G I N E E R I N G - I T P A Y S * * *
D R
A W
IN
G C
O D
E
M R
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SHEET KEYNOTES
LOUVER, MATCH EXISTING FINISH TEXTURE AND COLOR.
PERIMETER AS NEEDED AFTER INSTALLATION OF NEW
PATCH AND REPAIR EIFS WALL SYSTEM AROUND ENTIRE 2.
MATCH EXISTING LOUVER FINISH.
A-540 FOR DETAILS AND MECHANICAL DRAWINGS.
NEW PRE-FINISHED METAL LOUVER, REFER TO SHEET 1.
REFER TO MECHANICAL DRAWINGS FOR NEW WORK.3.
DRAWINGS.
COORDINATE EXTENTS OF NEW WORK WITH DEMOLITION 2.
BY THE CONTRACTING OFFICER.
AFFECTED BY DEMOLITION AS DETERMINED/APPROVED
CONTRACTOR SHALL PATCH AND REPAIR ALL SURFACES 1.
"=1'-0"8
1GRAPHIC SCALE:
24'16'8'04'8'
T R
A
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SCALE: 1/8" = 1'-0"
M
B A
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LV-21
K
B L
A N
F O
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SOUTH ELEVATION - NEW WORK
E A
S T E
L E
V A
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N N
E W W
O R
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A-201
A-201
15' 4"1' 4"
W
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C O
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R A
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
L O
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V
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N T
U C
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Louisville District
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* * * S A F E T Y P A Y S * * *
* * * S U P P O R T V A L U E E N G I N E E R I N G - I T P A Y S * * *
D R
A W
IN
G C
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A
1 HOUR RATED
U.L. #U415
1 2
"8
5/8" GYPSUM BOARD.
STUD TO STRUCTURE.
SLIP TRACK TO SECURE METAL
METAL DECK
EXTEND TO DECK AND SEAL.
1" FIRE RATED LINER PANEL,
EXTEND TO DECK AND SEAL.
5/8" TYPE "X" GYPSUM BOARD,
THICKNESS AND HEIGHT OF WALL.
SOUND BATT INSULATION FULL
24" O.C. EXTEND TO DECK AND SEAL.
3 5/8" C-H 25 GA. METAL STUDS AT
TRANSLUCENT PANELS.
2 1/2" THICK FRAMED INSULATED
EXISTING CONCRETE SLAB
EXISTING STEEL ANGLE
EXISTING STRUCTURAL STEEL.
WALL TYPES
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
TRANSLUCENT PANEL DETAIL1
PATCH AND REPAIR AS NECESSARY.
EXISTING GYPSUM BOARD SOFFIT,
PATCH AND REPAIR AS NECESSARY.
EXISTING GYPSUM BOARD SOFFIT,
A-540
STRUCTURAL ABOVE.
PROVIDE DIAGONAL BRACING TO
EXTEND TO 24" ABOVE CEILING.
3 5/8" METAL STUD AT 16" O.C.
FIRE SEALANT (BOTH SIDES).
FIRE SEALANT (BOTH SIDES).
WALL PENETRATIONS.
PROVIDE FIRE SEALANT AT ALL
NOTE:
PAINT TO MATCH EXISTING SURROUNDINGS.
EXISTING SLAB ANGLE FROM UNDERSIDE.
NEW 2" x 2" STEEL ANGLE WELDED TO
TRANSLUCENT PANELS.
RAILING AS NEEDED TO INSTALL NEW
REPLACE ANY SECTION OF THE EXISTING
CONTRACTOR SHALL REMOVE AND
GUARDRAIL WITH GLASS TO REMAIN.
EXISTING ANODIZED ALUMINUM FRAME
LOUVER TYPES
SCALE: 1/4" = 1'-0"
FINISH
FLOOR
1' 4"
LV-21
A-540
A-540
A-540
SILL DETAIL
SCALE: 1 1/2" = 1'-0"
JAMB DETAIL
SCALE: 1 1/2" = 1'-0"
HEAD DETAIL2
SCALE: 1 1/2" = 1'-0"
ALUMINUM LOUVER
EXTRUDED
ALUMINUM LOUVER
EXTRUDED
ALUMINUM LOUVER
EXTRUDED
A-540
A-540
A-540
THE ICF
APPLIED OVER
WALL SYSTEM
INSULATION
EXISITNG EXTERIOR
EXISTING 8" ICF WALL
EXISTING TEXTURE AND COLOR
PATCH AND REPAIR EIFS TO MATCH
EXISTING TEXTURE AND COLOR
PATCH AND REPAIR EIFS TO MATCH
EXISTING TEXTURE AND COLOR
PATCH AND REPAIR EIFS TO MATCH
EXISTING 8" ICF WALL
THE ICF
APPLIED OVER
WALL SYSTEM
INSULATION
EXISITNG EXTERIOR
EXISTING 8" ICF WALL
THE ICF
APPLIED OVER
WALL SYSTEM
INSULATION
EXISTING EXTERIOR
GLASS
1/2" TEMPERED LAMINATED
FILLER
SETTING BLOCK
SEALANT AND BACKER ROD
MOULDING
ALUMINUM GUARDRAIL
ALUMINUM SHOE MOULDING
SCALE: 1 1/2" = 1'-0"A-540
RAILING DETAIL
SEALANT, BOTH SIDES
BACKER ROD AND
SEALANT, BOTH SIDES
BACKER ROD AND
SEALANT, BOTH SIDES
BACKER ROD AND
6"
FLASHING
FLASHING SPECIFICATION 05 52 00.
REQUIREMENTS IN
WITHSTAND LOADING
CONCRETE ANCHOR TO
NOTE:
INSTALL RAIL 1" FROM
WALL, EACH SIDE.
GRAPHIC SCALE: 1"=1'-0"
3'2'1'06"1'
T R
A
IN
IN
G B
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B A
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F O
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4' 2' 0 4' 8' 12'
"=1'-0"4
1GRAPHIC SCALE:
1' 6" 0 1' 2'
"=1'-0"2
1GRAPHIC SCALE: 1
A-540
W A
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
Louisville District
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* * * S A F E T Y P A Y S * * *
* * * S U P P O R T V A L U E E N G I N E E R I N G - I T P A Y S * * *
D R
A W
IN
G C
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E
M R
A R H
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S
C A
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FINISH SCHEDULE NOTES F
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H K
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K J
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K J
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A-611 2.
1.
MATCH THE EXISTING FINISHES OF THE FACILITY.
SOFFITS AND NEW WALLS AT WATER CLOSETS SHALL
MATCH THE EXISTING FINISHES OF THE FACILITY.
STRUCTURE, HVAC, AND CONDUIT SHALL BE PAINTED TO
ALL NEW WORK INCLUDING EXISTING EXPOSED CEILING
W
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N
C O
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
L O
U
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V
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L E
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* * * S A F E T Y P A Y S * * *
* * * S U P P O R T V A L U E E N G I N E E R I N G - I T P A Y S * * *
D R
A W
IN
G C
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A
ELEVATOR
BREAK
STAIR
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
ELECTRICAL
OFFICE
OFFICE
OFFICE
OFFICE
ADMIN COMMON
OFFICE
MEN'S TOILET
STAIR
TELECOM. ROOM (T.R.)
WOMEN'S TOILET
CH3
TYP.
N.I.C.
COPIER
P1 P2 P2 P2 P2 P2
P3 P4 P3 P4
T36
W2
R
W2
T36 R
P5
P6 P2
WS1
TYP.
SP1
TYP.
W1
TYP.
R1
TYP.
CH2
TYP.
SP1
TYP.
WS4
TYP.
LF5 LF5 LF5 LF5 LF5 LF5
LF5
LF5
LF5
LF5LF5
LF5 LF5 LF5
LF5
LF5
LF5
LF5
LF5
LF5
LF5
LF5
LF5
LF5
LF5
LF5
LF5
LF5LF5 LF5
W1
TYP.
R1
TYP.
CH1
TYP.
CH3
TYP.
MA2
TYP.
N.I.C.
COPIER
P1 P3
CIRCULATION
CIRCULATION
STAIR
CIRCULATION
P1
TM42
TM42
TB42 TB42
CH3
TYP.
R
R
OFFICE
T. PANEL ABOVE T. PANEL ABOVE T. PANEL ABOVET. PANEL ABOVET. PANEL ABOVE
SCALE: 1/8" = 1'-0"
"=1'-0"8
1GRAPHIC SCALE:
24'16'8'04'8'
1 SECOND FLOOR FURNITURE PLAN
N
SOURCES OF REMOVAL AND RE-INSTALLATION OF FURNITURE.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING ALTERNATE
THE REMOVAL AND RE-INSTALLATION OF FURNITURE. THE
THE ELEVATOR WILL NOT BE ACCESSIBLE FOR USE DURING
STORAGE, AND RE-INSTALLATION.
REFER TO SPECIFICATION 12 50 00.13 10 FOR FURNITURE REMOVAL,
PRINTERS, COPIERS, & TELEPHONES ARE NOT INCLUDED.
ASSOCIATED FURNITURE WARRANTIES.
RESERVE'S FURNITURE INVESTMENT AND MAINTAINING
CONTRACTOR IS RESPONSIBLE FOR PRESERVING THE ARMY
AS INDICATED ON FURNITURE PLAN.
STORAGE, AND RE-INSTALLATION OF EXISTING FURNITURE
CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL,
5.
4.
3.
2.
1.
FURNITURE PLAN NOTES
I-120
K J
O N
E S
K J
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E S
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I-120
T R
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N
C O
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R A
C T N
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
Louisville District
L O
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