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TN116 - LIGHTING, LATRINE, WINDOW UPGRADE
WITH CEILING TILES
160 WHITE BRIDGE ROAD, NASHVILLE, TN 37416
81
ST
REGIONAL SUPPORT COMMAND
ARCHITECTURAL
LINDBERGH & ASSOCIATES, LLC
2170 ASHLEY PHOSPHATE RD, 5TH FLOOR
CHARLESTON, SOUTH CAROLINA 29406
LOCATION OF SITE
VICINITY MAP
LOCATION OF SITE
160 WHITE BRIDGE ROAD
NASHVILLE, TN 37416
DRAWING INDEX
SHEET TITLE
TN116 - LIGHTING, LATRINE, WINDOW UPGRADE WITH CEILING TILES
G-001 COVER SHEET & DRAWING INDEX
G-002 SCOPE OF WORK & GENERAL NOTES
H-101 ASBESTOS & LEAD-BASED PAINT SAMPLE LOCATIONS
H-102 ABATEMENT PLAN
A-001 ARCHITECTURAL ABBREVIATIONS
A-002 GENERAL NOTES
AD101 AMSA - FAC 00002 DEMOLITION PLAN
AD901 DEMOLITION PHOTOS
A-101 AMSA - FAC 00002 FLOOR PLAN
A-121 AMSA - FAC 00002 REFLECTED CEILING PLAN
A-131 CEILING DETAILS
A-401 AMSA - FAC 00002 ENLARGED PLANS & ELEVATIONS
A-501 DOOR AND WINDOW ELEVATIONS & DETAILS
A-502 DOOR & WINDOW DETAILS
A-503 WINDOW DETAILS
P-101 AMSA - FAC 00002 PLUMBING PLANS
E-001 SYMBOLS AND ABBREVIATIONS
ED101 POWER & LIGHTING DEMOLITION PLAN
E-101 ELECTRICAL NEW WORK PLAN
E-501 DETAILS
E-601 DIAGRAMS
E-602 MISCELLANEOUS SCHEDULES
LOCATION MAP
PLUMBING / ELECTRICAL
O'BRIEN & GERE ENGINEERS, INC.
2170 ASHLEY PHOSPHATE RD, 5TH FLOOR
CHARLESTON, SOUTH CAROLINA 29406
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
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122
SYSTEM NO. C-AJ-1175
F RATING - 2 HR
T RATING - 0 HR
W RATING - CLASS I (SEE ITEM 4)
SECTION A-A
SECTION A-A
A
2
4
FIRESTOP CONFIGURATION - B
FIRESTOP CONFIGURATION - A
A
2
4
A
1A
A
1A
3
4
2
4
1
31
SECTION A-A
3C
3B3A
1A
3C
2
1B
A
A
SYSTEM NO.W-L-1003
(FORMERLY SYSTEM NO. 147)
F RATINGS - 1 AND 2 HR (SEE ITEM 1)
T RATING - 0 HR
SECTION A-A
A
A
3A
3B
2
1A
1B
SYSTEM NO. W-L-7191
T RATING - 0 HR
F RATING - 1 AND 2 Hr (SEE ITEM 1)
L RATING AT AMBIENT - LESS THAN 1 CFM/sq ft
L RATING AT 400°F - LESS THAN 1 CFM/SQ FT
—
—
SYSTEM NO. C-AJ-0070
F RATING — 2 HR
T RATING — 2 HR
A
A
12B
2A
2
SECTION A-A
ROOF ASSEMBLY
FLUTED STEEL DECK
CMU WALL WITH 1 HR
RATING - SEE WALL
TYPES
MINERAL WOOL
PACKING
RATED WALL DESIGN:
1 HR RATED CMU;
BASED ON UL DESIGN NO. U 905
SPRAYED 3M FIRE
BARRIER OR EQUAL,
EACH SIDE
5/8" TYPE "X", EACH SIDE
METAL FRAMING @ 16" OC
BRACE AT 4'-0" O.C. EA SIDE
RATED WALL DESIGN:
1 HR RATED GWB ASSEMBLY;
BASED ON UL DESIGN NO. U 465
SPRAYED 3M FIRE BARRIER
OR EQUAL, EACH SIDE
STEEL DECK
ROOF ASSEMBLY
LOCATION OF SITE:
160 WHITE BRIDGE ROAD
NASHVILLE, TN 37416
BUILDING INDEX
FAC NO BUILDING
00002 AMSA
SITE AERIAL
TYPICAL DETAILS:
NOT TO SCALE
TYPICAL FLOOR/WALL
PENETRATION DETAIL
1
NOT TO SCALE
TYPICAL WALL
PENETRATION DETAIL
2
NOT TO SCALE
TYPICAL WALL
PENETRATION DETAIL
3
NOT TO SCALE
TYPICAL FLOOR/WALL
PENETRATION DETAIL
4
NOT TO SCALE
TYPICAL TOP OF WALL DETAIL
5
00002 - AMSA
*** Safety Pays ***
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ENCLOSURE CLASSIFICATION: C, ENCLOSED
BUILDING CATEGORY: II
ASSUMED BASIC WINDSPEED: 90 MPH
COMPONENTS & CLADDING @ ZONE AREA 5 = -25.0 PSF
SEISMIC DESIGN CATEGORY
WINDLOADS
222
C
B
A
1 2 3 4 5 6 7 2
D
C
B
A
1
WORK BAYS
100
OFFICE
AMSA
116OFFICE
OMS
115
BREAK
113
MECH
111
CORR
114
BATT
102
STOR
103
TOOL
104
TOOL
105
WOMEN'S
112
MEN'S
106
LOCKERS
107
MOTOR POOL
108
FLAM STOR
110
FLAM STOR
109
WASH RACK
200
WORK
100A
ASBESTOS SAMPLE LOCATIONxx
12
Pb01
1
LEAD PAINT SAMPLE LOCATIONPbxx
11,16,14
2
13 Pb05 17 18
97
6
4
5
Pb02
3
Pb032223
Pb0424Pb0619
20
21
8
10
16' 8' 0 16'
1
SCALE: 1/16"=1'-0"
AMSA - FAC 00002 FLOOR PLAN
PLAN
NORTH
*** Safety Pays ***
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GENERAL NOTES
A. A LIMITED PRE-RENOVATION HAZARDOUS MATERIAL SURVEY WAS CONDUCTED
BY LICENSED ASBESTOS INSPECTORS EXPERIENCED IN THE IDENTIFICATION OF
ASBESTOS AND LEAD PAINT BASED ON THE PROVIDED SCOPE OF WORK FOR
PLANNED RESETS AND REPAIRS OF THE FACILITY. THE PURPOSE OF THIS
SURVEY WAS TO IDENTIFY AND QUANTIFY ASBESTOS-CONTAINING MATERIALS
(ACM) AND LEAD BASED PAINT WITHIN AND ON THE EXTERIOR OF THE
STRUCTURES IN THE AREAS OF PLANNED RESETS OR REPAIRS. THE SURVEY
INCLUDED A VISUAL INSPECTION, SAMPLE COLLECTION, AND SUBSEQUENT
LABORATORY ANALYSIS OF SAMPLES OF MATERIALS SUSPECTED TO CONTAIN
ASBESTOS OR LEAD. SAMPLES WERE COLLECTED AT THIS FACILITY. ACM AND
LEAD PAINT WERE FOUND TO BE LOCATED WITHIN THE AREAS OF THE IDENTIFIED
RENOVATIONS AND WILL REQUIRE ABATEMENT AND PROPER DISPOSAL AS PART
OF THIS PROJECT.
LEGEND
3 22
C
B
A
1 2 3 4 5 6 7 2
D
C
B
A
1
WORK BAYS
100
OFFICE
AMSA
116
OFFICE
OMS
115
BREAK
113
MECH
111
CORR
114
BATT
102
STOR
103
TOOL
104
TOOL
105
WOMEN'S
112
MEN'S
106
LOCKERS
107
MOTOR POOL
108
FLAM STOR
110
FLAM STOR
109
WASH RACK
200
WORK
100A
REMOVE BLACK EXTERIOR ACM WINDOW
GLAZING AND DISPOSE AS ACM.
PLAN
NORTH
REMOVE WHITE EXTERIOR WINDOW
CAULK AND DISPOSE AS ACM.
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
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16' 8' 0 16'
1
SCALE: 1/16"=1'-0"
AMSA - FAC 00002 FLOOR PLAN
GENERAL NOTES
A. A LIMITED PRE-RENOVATION HAZARDOUS MATERIAL SURVEY WAS CONDUCTED
BY LICENSED ASBESTOS INSPECTORS EXPERIENCED IN THE IDENTIFICATION OF
ASBESTOS AND LEAD PAINT BASED ON THE PROVIDED SCOPE OF WORK FOR
PLANNED RESETS AND REPAIRS OF THE FACILITY. THE PURPOSE OF THIS
SURVEY WAS TO IDENTIFY AND QUANTIFY ASBESTOS-CONTAINING MATERIALS
(ACM) AND LEAD BASED PAINT WITHIN AND ON THE EXTERIOR OF THE
STRUCTURES IN THE AREAS OF PLANNED RESETS OR REPAIRS. THE SURVEY
INCLUDED A VISUAL INSPECTION, SAMPLE COLLECTION, AND SUBSEQUENT
LABORATORY ANALYSIS OF SAMPLES OF MATERIALS SUSPECTED TO CONTAIN
ASBESTOS OR LEAD. SAMPLES WERE COLLECTED AT THIS FACILITY. ACM AND
LEAD PAINT WERE FOUND TO BE LOCATED WITHIN THE AREAS OF THE IDENTIFIED
RENOVATIONS AND WILL REQUIRE ABATEMENT AND PROPER DISPOSAL AS PART
OF THIS PROJECT.
4 22
ARCHITECTURAL ABBREVIATIONS
A/C AIR CONDITION
A/C UNIT AIR CONDITIONING UNIT
A/E ARCHITECT/ENGINEER
AAMA AMERICAN ARCHITECTURAL
MANUFACTURERS ASSOCIATION
AB ANCHOR BOLT
AC ASBESTOS CEMENT OR ASPHALTIC
CONCRETE
ACI AMERICAN CONCRETE INSTITUTE
ACS DR ACCESS DOOR
ACS PNL ACCESS PANEL
ACST ACOUSTIC
ACT ACOUSTICAL CEILING TILE
AD AREA DRAIN
ADA AMERICANS WITH DISABILITIES ACT
ADDL ADDITIONAL
ADDN ADDITION
ADH ADHESIVE
ADJ ADJACENT, ADJOINING, OR
ADJUSTABLE
ADMIN ADMINISTRATION
ADB AUTOMATIC DOOR BOTTOM
AFC ABOVE FINISHED COUNTER
AFF ABOVE FINISHED FLOOR
AFS ABOVE FINISHED SLAB
AGA AMERICAN GAS ASSOCIATION
AGC ASSOCIATED GENERAL CONTRACTORS
AHJ AUTHORITY HAVING JURISDICTION
AHR ANCHOR
AHU AIR HANDLING UNIT
AIA AMERICAN INSTITUTE OF ARCHITECTS
AISC AMERICAN INSTITUTE OF STEEL
CONSTRUCTION
ALT ALTERNATE
ALT NO ALTERNATE NUMBER
ALUM ALUMINUM
AMP AMPERE
AMT AMOUNT
ANOD ANODIZE
ANSI AMERICAN NATIONAL STANDARDS
INSTITUTE
APA AMERICAN PLYWOOD ASSOCIATION
APPD APPROVED
APPROX APPROXIMATE
AR AS REQUIRED
ARCH ARCHITECT
ASB ASBESTOS
ASI ARCHITECT'S SUPPLEMENTAL
INSTRUCTION
ASKLR AUTOMATIC SPRINKLER
ASSN ASSOCIATION
ASTM AMERICAN SOCIETY FOR TESTING AND
MATERIALS
ATCH ATTACHMENT
AUTO AUTOMATIC
AUX AUXILIARY
AVE AVENUE
AVG AVERAGE
AWI ARCHITECTURAL WOODWORKING
INSTITUTE
AWPA AMERICAN WOOD PRESERVERS'
ASSOCIATION
AWT ACOUSTICAL WALL TREATMENT
BD BOARD
BKG BACKING
BLD BUILD
BLDG BUILDING
BM BEAM OR BENCHMARK
BOT BOTTOM
BRZ BRONZE
BTWN BETWEEN
CB CATCH BASIN OR CORNER BEAD
CBB CEMENTITIOUS (BACKER) BOARD
CC CUBIC CENTIMETER
CCW COUNTERCLOCKWISE
CD CONSTRUCTION DOCUMENTS OR
CONTRACT DOCUMENTS
CER CERAMIC
CF CONTRACTOR FURNISHED
CF/CI CONTRACTOR
FURNISHED/CONTRACTOR INSTALLED
CF/OI CONTRACTOR
FURNISHED/OWNER INSTALLED
CFM CUBIC FEET PER MINUTE
CFMF COLD-FORMED METAL FRAMING
CFS CUBIC FEET PER SECOND
CG CENTER OF GRAVITY OR CORNER
GUARD
CHEM CHEMICAL
CHFR CHAMFER
CHK CHECK
CI CAST IRON
CIP CAST-IN-PLACE
CIR CIRCLE
CIRC CIRCULAR
CJ CONSTRUCTION JOINT
OR CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLG HT CEILING HEIGHT
CLR CLEAR
cm² SQUARE CENTIMETER
cm³ CUBIC CENTIMETER
CM CONSTRUCTION MANAGEMENT
CMU CONCRETE MASONRY UNIT
CNR CORNER
CNTR COUNTER
CO CARBON MONOXIDE, CERTIFICATE OF
OCCUPANCY, CLEANOUT, OR
COMPANY
COL COLUMN
COM COMMON
COMB COMBINATION, COMBINED
COMM COMMUNICATION
COMP COMPONENT
CONC CONCRETE
CONC CONCRETE FLOOR
COND CONDENSER OR CONDITION
CONF CONFERENCE
CONN CONNECT
CONSTR CONSTRUCTION
CONT CONTINUE
CONTR CONTRACTOR
COORD COORDINATE
COR CONTRACTING OFFICER
CPM CRITICAL PATH METHOD
CPRS COMPRESSIBLE
CRS COLD ROLLED STEEL
CSG CASING
CSI CONSTRUCTION
SPECIFICATIONS INSTITUTE
CSK COUNTER SUNK
CSMT CASEMENT
CSWK CASEWORK
CT CERAMIC TILE
CTB CERAMIC TILE BASE
CTF CERAMIC TILE FLOOR
CTG COATING
CTR CENTER CONTOUR
CTRL CONTROL
CTV CABLE TELEVISION
CU COPPER C
CU FT CUBIC FEET
CU IN CUBIC INCH
CU YD CUBIC YARD
CYL CYLINDER
CYL L CYLINDER LOCK
D DEPTH OR PENNY (NAIL)
D LABEL CLASS D DOOR
DAT DATUM
DB DECIBEL
DBL DOUBLE
DBL GLZ DOUBLE GLAZE
DC DIRECT CURRENT
DEG DEGREE
DEL DELETE
DEMO DEMOLITION
DEPT DEPARTMENT
DET DETAIL
DIA DIAMETER
DIAG DIAGONAL DIAGRAM
DIAG DIAGRAM DIAGONAL
DIFF DIFFERENCE OR DIFFUSER
DIM DIMENSION
DIR DIRECTION
DISP DISPENSER
DIST DISTANCE
DIV DIVIDE OR DIVISION
DL DEAD LOAD
DOC DOCUMENT
DOUG FIR DOUGLAS FIR
DR DOOR, DRAIN
DR CL DOOR CLOSER
DR FR DOOR FRAME
DR OPNG DOOR OPENING
DSGN DESIGN
DWG DRAWING
E EAST
E LABEL CLASS E DOOR
EA EACH
EFF EFFICIENCY
EL ELEVATION
ELEC ELECTRIC
ELEC DR OP ELECTRIC DOOR OPENER
EMER EMERGENCY
EMER SHR EMERGENCY SHOWER
ENCL ENCLOSURE
ENGR ENGINEER
ENVIR ENVIRONMENT
EPA ENVIRONMENTAL PROTECTION
AGENCY
EPO EMERGENCY POWER OFF
EQ EQUAL
EQL SP EQUALLY SPACED
EQUIP EQUIPMENT
EQUIV EQUIVALENT
ESC ESCAPE OR ESCUTCHEON
ESMT EASEMENT
ESP ESPECIALLY
EST ESTIMATE
ETC AND SO FORTH OR ET CETERA
ETR EXISTING, TO REMAIN
EW EACH WAY
EXH EXHAUST
EXIST EXISTING
EXP EXPANSION OR EXPOSED
EXP BT EXPANSION BOLT
EXST GR EXISTING GRADE
EXT EXTERIOR, EXTERNAL, OR
EXTINGUISHER
EXT GR EXTERIOR GRADE
F FAHRENHEIT OR FEMALE
FA FIRE ALARM
FAC FACTOR
FACIL FACILITY
FCO FLOOR CLEAN-OUT
FCTY FACTORY
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FINISH FLOOR, FINISH FACE
FF EL FINISH FLOOR ELEVATION
FF&E FIXTURES, FURNISHINGS, AND
EQUIPMENT
FH FLAT HEAD OR FLAT HEAD SCREWS
FHC FIRE HOSE CABINET
FHMS FLAT HEAD MACHINE SCREW
FHP FULL HEIGHT PARTITION
FHWS FLAT HEAD WOOD SCREW
FIG FIGURE
FIL FILLET
FIN FINISH
FIN FLR FINISH FLOOR
FIN GR FINISH GRADE
FIN WD FINISH WOOD
FIXT FIXTURE
FL FLOORLINE
FLASH FLASHING
FLDG FOLDING
FLEX FLEXIBLE
FLG FLOORING
FLR FLOOR
FLR FIN FLOOR FINISH
FLR SK FLOOR SINK
FLUOR FLUORESCENT
FLUOR FIX FLUORESCENT FIXTURE
FO FINISHED OPENING
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOM FACE OF MASONRY
FOS FACE OF SLAB OR FACE OF STUD
FOW FACE OF WALL
FP FIRE PROTECTION OR FIREPROOF
FPM FEET PER MINUTE
FPS FEET PER SECOND
FR FIRE RATING, FIRE RESISTANT, OR
FRAME
FREQ FREQUENCY
FRMG FRAMING
FRZ FREEZER
FS FEDERAL SPECIFICATION
FSTNR FASTENER
FT FEET OR FOOT
FTG FOOTING
FURG FURRING
FURN FURNISH OR FURNITURE
FUT FUTURE
GA GAGE OR GYPSUM ASSOCIATION
GAL GALLON
GALV GALVANIC OR GALVANIZED
GALV STL GALVANIZED STEEL
GB GRAB BAR
GC GENERAL CONTRACTOR
GEN GENERAL OR GENERATOR
GI GALVANIZED IRON
GL GLASS
GSM GALVANIZED SHEET METAL
GT GROUT
GUAR GUARANTEE
GYP GYPSUM
GYP BD GYPSUM BOARD
H HIGH
H PLAM HIGH PRESSURE PLASTIC LAMINATE
HAZ MAT HAZARDOUS MATERIALS
HC HOLLOW CORE
HCWD HOLLOW CORE WOOD DOOR
HDBD HARDBOARD
HDNR HARDENER
HDO HIGH DENSITY OVERLAY
HDR HEADER
HDW HARDWARE
HDWD HARDWOOD
HEPA HIGH EFFICIENCY PARTICULATE AIR
(FILTER)
HEX HEXAGON
HF HIGH FREQUENCY
HGR HANGER
HM HOLLOW METAL
HMD HOLLOW METAL DOOR
HMDF HOLLOW METAL DOOR AND FRAME
HMF HOLLOW METAL FRAME
HNDRL HANDRAIL
HO HOLD OPEN
HORIZ HORIZONTAL
HOSP HOSPITAL
HP HIGH PRESSURE OR HORSEPOWER
HQ HEADQUARTERS
HS HEAT-STRENGTHENED (GLASS) OR
HIGH STRENGTH
HT HEIGHT
HVAC HEATING, VENTILATING, AND AIR
CONDITIONING
HVY HEAVY
HW HOT WATER
I INTERSTATE (HIGHWAY) OR MOMENT
OF INERTIA
IAQ INDOOR AIR QUALITY
IBC INTERNATIONAL BUILDING CODE
ID IDENTIFICATION, INSIDE DIAMETER, OR
INTERIOR DESIGN
ID NO IDENTIFICATION NUMBER
ILLUM ILLUMINATION
INCL INCLUDED
IND INDEPENDENT OR INDUSTRIAL
INFO INFORMATION
INSUL INSULATION
INT INTERIOR
INTERCOM INTERCOMMUNICATION
INTL INTERNATIONAL
JAN JANITOR
J-BOX JUNCTION BOX
KD KILN DRIED OR KNOCKED DOWN
KIT KITCHEN
KPL KICKPLATE
L ANGLE
LAB LABORATORY
LAD LADDER
LAM LAMINATE
LAM GL LAMINATED GLASS
LBR LUMBER
LBS POUND
LD BRG LOAD-BEARING
LDR LEADER
LED LIGHT EMITTING DIODE
LF LINEAR FEET (FOOT)
LH LEFT HAND
LHR LEFT HAND REVERSE
LHR LEFT HAND REVERSE LATENT HEAT
RATIO
LIB LIBRARY
LIN LINEAR
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LRG LARGE
LS LUMP SUM
LT LIGHT
LT GA LIGHT GAGE
LT WT LIGHTWEIGHT
LTG LIGHTING
LYR LAYER
MACH MACHINE
MACH RM MACHINE ROOM
MAINT MAINTENANCE
MAN MANUAL
MATL MATERIAL
MAX MAXIMUM
MB MACHINE BOLT
MCB METAL CORNER BEAD
MD DECK
ME MECHANICAL ENGINEER
MEAS MEASURE
MECH MECHANICAL
MECH RM MECHANICAL ROOM
MED MEDICAL OR MEDIUM
MEMB MEMBRANE
MEMO MEMORANDUM
MF MILL FINISH
MFD MANUFACTURED
MFG MANUFACTURING
MFR MANUFACTURER
MFR REC MANUFACTURER'S RECOMMENDATION
MGT MANAGEMENT
MID MIDDLE
MIL STD MILITARY STANDARD
MIN MINIMUM OR MINUTE
MISC MISCELLANEOUS
MIT MITER
MKR MARKER
MLDG MOLDING (MOULDING)
MLWK MILLWORK
MM, mm MILLIMETER
MO MASONRY OPENING OR MOTOR
OPERATED
MOD MODEL, MODIFY OR MODULE
MON MONITOR
MR MOISTURE RESISTANT
MS MACHINE SCREW OR MOP SINK
MTD MOUNTED
MTG MOUNTING
MTL METAL
MULL MULLION
MW MICROWAVE
MWP MEMBRANE WATERPROOFING
N NORTH
NA NOT APPLICABLE
NAAMM NATIONAL ASSOCIATION OF
ARCHITECTURAL METAL
MANUFACTURERS
NAT NATURAL
NATL NATIONAL
NC NOISE CRITERIA
NCOMBL NONCOMBUSTIBLE
NEC NATIONAL ELECTRICAL CODE
NEG NEGATIVE
NEMA NATIONAL ELECTRICAL
MANUFACTURERS ASSOCIATION
NEUT NEUTRAL
NFC NATIONAL FIRE CODE
NFPA NATIONAL FIRE PROTECTION
ASSOCIATION
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NR NOISE REDUCTION
NRC NOISE REDUCTION COEFFICIENT
NRP NONREMOVABLE
NS NARROW STILE
NUM NUMERAL
O/O OUT TO OUT
OA OUTSIDE AIR OR OVERALL
OC ON CENTER
OCC OCCUPY
OCT OCTAGON
OD OUTSIDE DIAMETER OR OUTSIDE
DIMENSION
OF/CI OWNER FURNISHED/CONTRACTOR
INSTALLED
OFD OVERFLOW DRAIN
OFF OFFICE
OF/OI OWNER FURNISHED/OWNER
INSTALLED
OH OVERHANG
OH DR OVERHEAD (COILING) DOOR
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OPR OPERABLE
OPT OPTIONAL
OR OPERATING ROOM OR OUTSIDE
RADIUS
ORD ORDINANCE OR OVERFLOW ROOF
DRAIN
ORG ORGANIC
ORIG ORIGINAL
ORN ORNAMENTAL
OSHA OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION
OUT OUTLET
OZ OUNCE
PARA PARAGRAPH
PART PARTIAL
PAT PATTERN
PB PUSHBUTTON
PC PIECE, POLYCARBONATE OR
PORTLAND CEMENT
PCA PORTLAND CEMENT ASSOCIATION
PCCP CONCRETE PAVEMENT
PCD PAPER CUP DISPENSER
PAR PARALLEL OR PARAPET
PCF POUNDS PER CUBIC FOOT
PCP PORTLAND CEMENT PLASTER
PED PEDESTAL
PEN PENETRATE
PEND PENDANT
PERF PERFORATED
PERIM PERIMETER
PERP PERPENDICULAR
PHAR PHARMACY
PHOTO PHOTOGRAPH
PHS PHILLIPS HEAD SCREW
PKG PACKAGE
PL PROPERTY LINE
PL GL PLATE GLASS
PLAM PLASTIC LAMINATE
PLAS PLASTER OR PLASTIC
PLBG PLUMBING
PLYWD PLYWOOD
PMTL PAINTED METAL
PNEU PNEUMATIC
PNL PANEL
PO POST OFFICE OR PURCHASE ORDER
POLY POLYETHYLENE (PLASTIC)
PR PAIR
PRCST PRECAST
PREFAB PREFABRICATE
PREFIN PREFINISH
PRELIM PRELIMINARY
PREP PREPARATION
PRESS PRESSURE
PREV PREVIOUS
PRMLD PREMOLDED
PROJ PROJECT
PROP PROPERTY
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PAINT, PNEUMATIC TUBE, OR
PRESSURE TREATED
PTN PARTITION
PVC POLYVINYL CHLORIDE (PLASTIC)
PWR POWER
QA QUALITY ASSURANCE
QC QUALITY CONTROL
QRY QUARRY
QT QUARRY TILE
QTB QUARRY TILE BASE
QTF QUARRY TILE FLOOR
QTR QUARTER
QTY QUANTITY
QUAL QUALITY
R RADIUS OR RISER
RA RETURN AIR
RAD RADIATOR
RB RESILIENT BASE OR RUBBER BASE
RBR RUBBER
RCP REFLECTED CEILING PLAN
RD ROAD OR ROOF DRAIN
REC RECESSED
RECD RECEIVED
RECPT RECEPTACLE
RECT RECTANGLE
REF REFERENCE OR REFRIGERATOR
REFR REFRACTORY REFRIGERATION
REG REGISTER
REINF REINFORCE
REP REPAIR
REPL REPLACE
REQ REQUIRE
REQD REQUIRED
RESIL RESILIENT
RET RETURN
REV REVISION
RFI REQUEST FOR INFORMATION
RFP REQUEST FOR PROPOSAL
RH RIGHT HAND
RHMS ROUND HEAD MACHINE SCREW
RHR RIGHT HAND REVERSE
RHWS ROUND HEAD WOOD SCREW
RL ROOF LEADER
RLG RAILING
RM ROOM
RND ROUND
RO ROUGH OPENING
ROW RIGHT OF WAY
RPM REVOLUTIONS PER MINUTE
RS ROUGH SAWN
RT RIGHT
RV ROOF VENT
RVS REVERSE
SA SUPPLY AIR
SALV SALVAGE
SAMP SAMPLE
SAN SANITARY
SAT SUSPENDED ACOUSTICAL TILE
SATC SUSPENDED ACOUSTICAL TILE
CEILING
SB SPLASH BLOCK
SBSTR SUBSTRATE
SC SHADING COEFFICIENT OR SOLID
CORE
SCH SCHOOL
SCHED SCHEDULE
SCHEM SCHEMATIC
SCP SCUPPER
SCRN SCREEN
SCWD SOLID CORE OFFICER WOOD DOOR
SD SHOP DRAWINGS, SMOKE DETECTOR,
OR SOAP DISPENSER
SDG SIDING
SECT SECTION
SEG SEGMENT
SEL SELECT
SEP SEPARATE
SF SQUARE FOOT (FEET)
SFTWD SOFTWOOD
SGD SLIDING GLASS DOOR
SHT SHEET
SHV SHELVING
SIM SIMILAR
SJI STEEL JOIST INSTITUTE
SK SKETCH
SLD WDW HORIZONTAL SLIDING WINDOW
SLDG SLIDING
SLNT SEALANT
SM SHEET METAL
SMK SMOKE
SND INS SOUND INSULATION
SPEC SPECIFICATION
SPKLR SPRINKLER
SPKR SPEAKER
SPLY SUPPLY
SQ SQUARE
SQ IN SQUARE INCH
SQ YD SQUARE YARD
SS SANITARY SEWER
SST STAINLESS STEEL
ST STAIRS OR STREET
STC SOUND TRANSMISSION CLASS
STD STANDARD
STIF STIFFENER
STL LNTL STEEL LINTEL
STL PL STEEL PLATE
STNLS STAINLESS
STOR STORAGE
STRUCT STRUCTURAL
STRUCT STL STRUCTURAL STEEL
SUB SUBSTITUTE
SURF SURFACE
SUSP SUSPEND
SUSP CLG SUSPENDED CEILING
SV SHEET VINYL
SW SWITCH
SWDR SWING DOOR
SYM SYMBOL
SYS SYSTEM
T&M TIME AND MATERIALS
TB THROUGH BOLT OR TOWEL BAR
TCA TILE COUNCIL OF AMERICA
TCP TELEPHONE CONTROL PANEL
TEMPERATURE CONTROL PANEL
TD TOWEL DISPENSER
TECH TECHNICAL
TEL TELEPHONE
TEMP TEMPERATURE OR TEMPORARY
THD THREAD
THERM THERMAL
THK THICKNESS
THRES THRESHOLD
THRU THROUGH
THRUOUT THROUGHOUT
TMPD TEMPERED
TMPD GL TEMPERED GLASS
TN TRUE NORTH
TO TOP OF ___
TOW TOP OF WALL
TRANS TRANSOM
TRTD TREATED
TSTAT THERMOSTAT
TV TELEVISION
TYP TYPICAL
U, u HEAT TRANSFER COEFFICIENT
UC UNDERCUT
UCD UNDERCUT DOOR
UL UNDERWRITERS LABORATORIES
UNO UNLESS NOTED OTHERWISE
UPS UNINTERRUPTIBLE POWER SUPPLY
UTIL UTILITY
V VOLT
VAC VACUUM
VAR VARIES
VCT VINYL COMPOSITION TILE VITRIFIED
CLAY TILE
VENT VENTILATION
VERT VERTICAL
VFAT VINYL FACED ACOUSTICAL TILE
VIC VICINITY
VIF VERIFY IN FIELD
VNR VENEER
VOC VOLATILE ORGANIC COMPOUND
VOL VOLUME
VOLT VOLTAGE
W WIDE OR WEST
W/ WITH
W/O WITHOUT
WARR WARRANTY
WBL WOOD BLOCKING
WD WOOD
WDW WINDOW
WFR WOOD FRAME
WFS WOOD FURRING STRIPS
WH WATER HEATER
GWB OR MORTAR
METAL
CERAMIC TILE
CONCRETE
GLASS
GWB
BATT INSULATION
PLYWOOD
RIGID INSULATION
ROUGH WOOD
FINISHED WOOD
METAL STUD
IRON/STEEL
CONCRETE
EXISTING CONSTRUCTION TO REMAIN
EXISTING CONSTRUCTION,
OR ITEM TO BE DEMOLISHED
NEW CONSTRUCTION
AREA OF EXISTING FINISHES
OR SLAB TO BE DEMOLISHED
WALL AND DOOR SYMBOLS
MATERIALS LEGEND
PLAN & SECTION ELEVATION
REFLECTED CEILING PLAN SYMBOLS
GWB CEILING
MECHANICAL SUPPLY DIFFUSER
MECHANICAL RETURN GRILLE
EXPEXPOSED TO STRUCTURE ABOVE (NO CEILING)
24"x24" ACCESS PANEL
EXISTING WALL TO BE DEMOLISHED
EXISTING DOOR AND FRAME TO BE DEMOLISHED
EXISTING DOOR AND FRAME TO REMAIN
LAY-IN ACT
FLUORESCENT STRIPLIGHT
PENDANT TUBE FIXTURE
2X4 FIXTURE
2X2 FIXTURE
1X1 FIXTURE
1X4 FIXTURE
WALL MTD FIXTURE
CEILING MTD FIXTURE
BATTERY PACK W/ NO. OF HEADS AS SHOWN.
REMOTE EMERGENCY HEAD - 'a' INDICATES
BATTERY PACK.
NIGHT LIGHTNL
CLG MTD WALL WASHER
CEILING MTD EXIT SIGN W/ ARROWS AS INDICATED
(80" AFF TO BOTTOM)
WALL MTD EXIT SIGN W/ ARROWS AS INDICATED
(90" AFF)
2X4 LIFE SAFETY FIXTURE
2X2 LIFE SAFETY FIXTURE
1X4 LIFE SAFETY FIXTURE
CEILING MTD FLUOR LIFE SAFETY FIXTURE
EXISTING CAGE REMAIN
ETREXISTING, TO REMAIN
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
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SHEET
IDENTIFICATION
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SHEET OF
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US Army Corps
of Engineers
I:\COE-CHARLESTON.14254\50740.RESETS-REPAIR-M\DOCS\DWG\SHEETS\TN116\50740.TN116.A001.DWG
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CHARLESTON DISTRICT
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CONTRACT LIMIT LINE
DEMOLITION LINE
ELEVATION INDICATOR
CENTER LINE INDICATOR
EXISTING TO REMAIN LINE
ETR FIRE RATED RESISTIVE LINE, 2 HOUR
HIDDEN FEATURES LINE
NEW LINE
BREAK, STRAIGHT
(SEE SECTION INDICATORS, BUILDING,
WITH BREAK STANDARDS)
DETAIL INDICATOR
DRAWING BLOCK TITLE, TYPICAL
ELEVATION INDICATOR,
INTERIOR, MULTIPLE VIEW
ELEVATION INDICATOR,
INTERIOR, SINGLE VIEW
ARCHITECTURAL SYMBOLS
CENTER LINE
FIXTURE, FURNITURE
& EQUIPMENT INDICATOR
ROOM NAME AND NUMBER
FEC
CG
22
STRUCTURAL GRID, COLUMN TAG
KEYNOTE
WALL OR PARTITION TYPE
FIRE EXTINGUISHER CABINET
CONTRACTING OFFICER GUARD
NORTH ARROW
DETAIL NUMBER
SHEET WHERE DRAWN
BUILDING SECTION INDICATOR
DETAIL INDICATOR
DESIGN INTENT
A. ELEMENTS THAT APPEAR TO ALIGN ON DRAWINGS ARE INTENDED TO ALIGN AND SHALL BE MADE TO
ALIGN UNLESS OTHERWISE NOTED. DIMENSIONS ARE TO FACE OF FINISH UNLESS NOTED OTHERWISE
(UNO).
B. DIMENSIONS, WHERE SHOWN, ARE DERIVED FROM FIELD MEASUREMENTS OR EXISTING DRAWINGS
APPROVED BY THE GOVERNMENT. ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR. AFTER DEMOLITION AND PRIOR TO INSTALLING NEW WORK, THE CONTRACTOR SHALL
LAYOUT ALL WALL / PARTITION LOCATIONS AND BRING DIMENSIONAL DISCREPANCIES TO THE
ATTENTION OF THE CONTRACTING OFFICER PRIOR TO PLACEMENT OF ANY NEW WORK.
C. ALL MASONRY OPENING DIMENSIONS INDICATED ARE NOMINAL, AND VARY FROM OPENING TO
OPENING. FIELD VERIFY ALL DOOR AND WINDOW REPLACEMENT DIMENSIONS PRIOR TO SHOP
DRAWINGS.
CONTRACTOR RESPONSIBILITIES
D. CONTRACTOR TO VERIFY ALL SCOPE OF WORK REQUIREMENTS PRIOR TO THE START OF WORK. DO
NOT PROCEED WITH ANY WORK NOT LISTED IN THE DESIGN PACKAGE WITHOUT PRIOR APPROVAL
FROM GOVERNMENT. NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY UNFORESEEN
CONDITIONS PRIOR TO EXECUTION OF WORK.
E. THIS PROJECT IS A RENOVATION AS SHOWN, INCLUDING DEMOLITION OF EXISTING CONDITIONS AND
REPLACEMENT WITH NEW CONSTRUCTION. ALL ITEMS NOTED TO BE DEMOLISHED OR REMOVED
SHALL BE DISPOSED OF OR RECYCLED AS INSTRUCTED PER THE SPECIFICATIONS. ALL ITEMS NOTED
TO BE SALVAGED FOR REINSTALLATION SHALL BE CAREFULLY REMOVED, STORED, CLEANED,
REINSTALLED, AND REFINISHED AS REQUIRED FOR NEW USE. ALL ITEMS NOTED TO BE RETURNED TO
OWNER SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.
F. THROUGHOUT CONSTRUCTION, CONTRACTOR TO MEET PROVISIONS OF APPLICABLE GOVERNMENT
ENVIRONMENTAL POLLUTION CONTROL LAWS AND ASSOCIATED AGENCY REGULATION.
G. IF CONTRACTOR ENCOUNTERS ASBESTOS-CONTAINING MATERIALS, LEAD-BASED PAINT, OR OTHER
ENVIRONMENTAL HAZARDS DURING THE SCOPE OF WORK INCLUDED IN THIS PROJECT OR AT THIS
FACILITY, THE CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE CONTRACTING
OFFICER.
H. THE CONTRACTOR SHALL BUILD THE PROJECT, ASSEMBLING THE COMPONENTS WITH CAREFUL
ATTENTION TO MAINTAIN THE INTEGRITY OF THE STRUCTURE AND AS REQUIRED TO CREATE A
COMPLETED PROJECT THAT IS IN COMPLIANCE WITH THE STATED DESIGN INTENT. FURTHERMORE,
THE BUILDING SYSTEMS SHALL BE IN COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
I. CONTRACTOR SHALL COORDINATE THE WORK OF THE VARIOUS SUBCONTRACTORS AND MATERIAL
SUPPLIERS TO ASSURE THE DESIGN INTENT HAS BEEN ACHIEVED.
J. RETAIN NECESSARY FEDERAL, STATE & LOCAL PERMITS AND PERFORM WORK TO COMPLY WITH
APPLICABLE CODES AND ORDINANCES.
K. CONTRACTOR TO COORDINATE ANY PHASING WITH THE CONTRACTING OFFICER, AS REQUIRED. THE
CONSTRUCTION SHALL NOT DISRUPT THE NORMAL FACILITY ACTIVITIES OR ENDANGER ANY OF THE
BUILDING OCCUPANTS.
L. COORDINATE SYSTEM INTERRUPTIONS WITH GOVERNMENT 48-HOURS IN ADVANCE. MINIMIZE NOISE
AND SYSTEMS INTERRUPTIONS AS MUCH AS POSSIBLE. OUTAGES MORE THAN 2 HOURS WILL BE
CONSIDERED UNACCEPTABLE.
M. BRING TO THE ATTENTION OF THE CONTRACTING OFFICER ANY DISCREPANCIES OR OMISSIONS IN
DRAWINGS OR SPECIFICATIONS FOR RESOLUTION.
N. WHERE INCIDENTAL SYSTEMS WORK OR CONTRACTOR'S METHODS REQUIRE WORK BEYOND THE
EXTENTS SHOWN, PROTECT EXISTING FINISH SYSTEMS TO AVOID DAMAGE. REPLACE FINISHES AS
REQUIRED WHERE DAMAGE IS UNAVOIDABLE.
O. WHERE NEW FINISHES ARE SHOWN AT EXISTING CONSTRUCTION, PREPARE EXISTING SUBSTRATES AS
REQUIRED FOR INSTALLATION OF NEW FINISHES.
P. FURNISHINGS & EQUIPMENT ARE NOT INCLUDED IN THE SCOPE OF WORK AND MAY NOT BE INDICATED
ON DRAWINGS, AND WHEN SHOWN, ARE FOR REFERENCE ONLY. COORDINATE REMOVAL AND
REINSTALLATION OF FURNITURE OR EQUIPMENT REQUIRED TO PERFORM ALL WORK WITH THE
CONTRACTING OFFICER PRIOR TO CONSTRUCTION.
Q. WORK HOURS WILL BE LIMITED TO USACE HOURS MONDAY THRU FRIDAY (7AM -5PM). NO WEEKENDS.
R. THE CONTRACTOR SHALL PROVIDE TEMPORARY FACILITIES AND PROTECT ALL AREAS OF THE
FACILITY THAT ARE NOT PART OF THIS WORK.
S. COORDINATE LOCATION OF LAY DOWN AREA AND ANY TEMPORARY FACILITIES WITH CONTRACTING
OFFICER AND/OR FACILITY.
T. CONTRACTOR SHALL UTILIZE LOCAL UTILITY COMPANY TO IDENTIFY LOCATION OF EXISTING UTILITIES
AND OBTAIN A DIG PERMIT PRIOR TO ANY EXCAVATION OR WORK OUTSIDE OF BUILDINGS.
FIRE / LIFE SAFETY
U. CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER TO ENSURE ALL MEANS OF EGRESS AND
FIRE PROTECTION SYSTEMS ARE COORDINATED WITH PHASING PLANS SUCH THAT SYSTEMS ARE
OPERATIONAL IN OCCUPIED AREAS WHILE OTHERS ARE UNDER CONSTRUCTION.
V. ALL EXISTING WALL RATINGS ARE TO BE MAINTAINED. ANY NEW PENETRATIONS OF EXISTING WALLS
SHALL BE PROTECTED IN ACCORDANCE WITH UL REQUIREMENTS. ANY EXISTING UNPROTECTED
PENETRATIONS WHICH ARE EXPOSED IN THE COURSE OF THE WORK SHALL BE SIMILARLY PROTECTED
BY THE CONTRACTOR.
W. ALL FINISHES SHALL BE CLASS 'A' FIRE RATED, UNO.
X. FOR FIRE RATED AND/OR SMOKE PARTITIONS, THE SURFACE AREA OF AN INDIVIDUAL RECESSED
METALLIC OUTLET, SWITCH BOX, ETC. SHALL NOT EXCEED 16 SQUARE INCHES. THE AGGREGATE
SURFACE AREA OF THE RECESSED OUTLETS, BOXES, ETC. SHALL NOT EXCEED 100 SQUARE INCHES
PER 100 SQUARE FEET OF SURFACE WALL AREA. BOXES THAT EXCEED EITHER 16 SQUARE INCHES OR
THE AGGREGATE AREA LIMITATION SHALL BE RECESSED. RECESSED BOXES LOCATED ON OPPOSITE
SIDES OF WALLS OR PARTITIONS, REGARDLESS OF THEIR VERTICAL SEPARATION IN THE WALL, SHALL
BE SEPARATED BY A HORIZONTAL DISTANCE OF 24 INCHES.
Y. ITEMS WITH A SURFACE AREA GREATER THAN 16 SQUARE INCHES SHALL NOT BE RECESSED IN A FIRE
RATED AND/OR RATED SMOKE WALL.
STRUCTURAL / ARCHITECTURAL
Z. PROVIDE FRAMING SYSTEM AND MEMBERS, LATERAL SUPPORT BRACING, HANGING DEVICES AND
ANCHORS THROUGHOUT THE SPACE AS REQUIRED FOR SAFE SUPPORT OF MATERIALS AND ITEMS AS
INDICATED ON DRAWINGS AND IN COMPLIANCE WITH SEISMIC CODE. FOR PARTITIONS THAT DO NOT
EXTEND TO DECK, PROVIDE BRACING AT4'-0" ON CENTER IN ALTERNATING DIRECTIONS. ATTACH USING
STIFF CLIPS AS REQUIRED.
AA. ALL BLOCKING SHALL BE METAL U.N.O. AS WOOD. PROVIDE FIRE RETARDANT TREATED OR STANDARD
LUMBER COATED WITH AN APPROVED FIRE RETARDANT SEALER FOR CONCEALED WOOD BLOCKING,
NAILERS, SUPPORT FRAMING, ETC.
AB. ALL WALLS AND BULKHEADS SHALL BE BUILT INCORPORATING CONTROL JOINTS AS APPROPRIATE TO
CONTROL MOVEMENT IN THE CEILING AND/OR WALL DUE TO TEMPERATURE VARIATION OVER TIME.
AC. ALL GRILLES AND DIFFUSERS LOCATED ON GYPSUM BOARD SURFACES SHALL BE PAINTED TO MATCH
ADJACENT SURFACE COLOR.
AD. DOOR FRAMES TO BE CAULKED TO FLOOR AT ALL NON-CARPET LOCATIONS.
AE. FOR EXISTING CEILING PATCHING, WHERE CEILING IS CUT OUT OR PORTIONS REMOVED FOR REMOVAL
OF EXISTING OR INSTALLATION OF NEW MECHANICAL, ELECTRICAL AND PLUMBING WORK, DISTURBED
PORTION SHALL BE PATCHED TO MATCH THE EXISTING CEILING FINISH BY THE RESPONSIBLE TRADE.
UNLESS OTHERWISE NOTED, THE ENTIRE CEILING AREA IS TO BE REPAINTED WHERE CEILINGS ARE
GYPSUM BOARD.
AF. WHERE NEW FINISHES ARE APPLIED TO EXISTING SURFACES, THE EXISTING FINISHES SHALL BE
REMOVED AND/OR THE EXISTING SURFACES PREPARED AS REQUIRED TO RECEIVE NEW FINISHES,
UNLESS OTHERWISE NOTED. WHERE REQUIRED TO ACCOMMODATE THE NEW FINISHES, THE
MECHANICAL, PLUMBING AND ELECTRICAL TRADES SHALL DISCONNECT AND REMOVE THEIR
RESPECTIVE DEVICES AND ITEMS FROM THE EXISTING WALL, CEILING AND/OR FLOOR AND RELOCATE
TO THEIR FINAL POSITION IN THE NEW CONSTRUCTION. SUCH DEVICES SHALL INCLUDE BUT NOT BE
LIMITED TO ELECTRICAL SWITCHES, PANELS OUTLETS, MECHANICAL THERMOSTATS, GRILLES,
PLUMBING FIXTURES, MEDICAL GAS OUTLETS, ETC.
AG. WHERE WALL SURFACES ARE PATCHED TO MATCH THE EXISTING, THE NEW FINISH (PAINT, ETC.) SHALL
BE APPLIED TO THE NEAREST CORNER OR BREAK IN THE WALL PLANE, UNLESS NOTED OTHERWISE.
AH. WHERE EXISTING WALLS ARE TO RECEIVE A NEW FINISH, ANY EXISTING PAINTED ITEMS IN OR ON THE
WALL (DOORS, DOOR FRAMES, ELECTRICAL PANELS, ETC.) SHALL BE REPAINTED TO MATCH OR
COORDINATE WITH THE NEW FINISH.
AI. ALL JOINT SEALANT SHALL BE STANDARD COLORS AND MATCH ADJACENT MATERIALS. SEALANTS
SHALL E SUITABLE FOR ADJACENT SURFACES AND LOCATIONS.
AJ. ALL NEW INTERIOR DOORS SHALL BE HOLLOW METAL DOORS AND FRAMES TO MATCH EXISTING.
PROVIDE WELDED FRAMES AT NEW CONSTRUCTION AND KNOCK DOWN FRAMES AT EXISTING
CONSTRUCTION. DOOR HARDWARE SHALL MATCH EXISTING.
AK. MAINTAIN MIN 18" OF CLEARANCE ON LATCH PULL SIDE AND MIN. 12" OF CLEARANCE ON LATCH PUSH
SIDE OF DOORS AS REQUIRED BY CODE.
AL. SINKS ARE TO BE LOCATED A MIN. OF 15" FROM ADJACENT WALLS. TOILETS ARE TO BE 18" FROM
ADJACENT WALL (LOCATED TO CENTERLINE). HINGED SIDE OF DOOR FRAMES TO BE INSTALLED 4"
FROM PERPENDICULAR WALL UNO/
MECHANICAL / PLUMBING / ELECTRICAL
AM. THE CONTRACTOR SHALL PROVIDE CHASES FOR HVAC, PLUMBING, AND ELECTRICAL AS REQUIRED
AND AS NECESSARY. PROVIDE FURR-OUTS, THICKENED WALLS, AND/OR CHASES AS REQUIRED TO
ACCOMMODATE PIPES, VALVES, PANELS AND OTHER SYSTEM ELEMENTS. CONTACT CONTRACTING
OFFICER IN THE EVENT SUCH A FURR-OUT MAY AFFECT FUNCTIONALITY OF SPACE. COORDINATE ALL
CHANGES WITH CONTRACTING OFFICER.
AN. PIPING LOCATED INSIDE THE BUILDING SHALL BE CONCEALED IN FURRED SPACES WITH THE
EXCEPTION OF PIPING IN EQUIPMENT/MECHANICAL ROOM. THE CONTRACTOR SHALL COORDINATE
WITH OTHER TRADES TO PROVIDE FURRING FOR PIPING INSTALLED IN FINISHED AREAS. THE
CONTRACTOR SHALL GAIN APPROVAL FROM THE CONTRACTING OFFICER PRIOR TO LOCATING AND/OR
PROVIDING "FURRED SPACES" NOT INDICATED ON THE FLOOR PLANS.
AO. THE CONTRACTOR SHALL VERIFY THAT ACCESS PANELS OF TYPE SPECIFIED ARE INSTALLED IN WALLS
AND NON-ACCESSIBLE TYPE CEILINGS AND SOFFITS WHERE ACCESS, SERVICE OR ADJUSTMENT TO
HVAC, PLUMBING OR ELECTRICAL ITEMS MAY BE REQUIRED. ACCESS PANELS LOCATED IN RATED
ASSEMBLIES SHALL BE THE FIRE RATED TYPE EQUAL TO THE RATING OF THE WALL, SOFFIT OR CEILING
IN WHICH THEY OCCUR. PROVIDE ACCESS PANELS SPECIFICALLY IN GYPSUM BOARD CONSTRUCTION
(WALLS AND CEILINGS) AS REQUIRED TO ACCESS CONCEALED EQUIPMENT, SYSTEMS AND SPACES.
PAINT ACCESS PANELS TO MATCH ADJACENT SURFACE.
AP. HVAC RETURNS, DIFFUSERS, AND ANY OPENINGS MUST BE COVERED OR SEALED DURING DUSTY
OPERATIONS. WHERE WORK AREAS ARE NOT CONTAINED, SWEEP, VACUUM & DUST DOWN AT THE
COMPLETION OF EACH WORK DAY. INSTALL FILTERS IN RETURN GRILLES AFTER MECHANICAL SYSTEM
IS OPERATIONAL.
AQ. ALL GRILLES AND DIFFUSERS LOCATED ON GYPSUM BOARD SURFACES SHALL BE PAINTED TO MATCH
ADJACENT SURFACE COLOR.
GENERAL PROJECT NOTES
FIRE-RATED RESISTIVE,
SMOKE BARRIER LINE, 1 HOUR
FIRE-RATED RESISTIVE BARRIER LINE,
1 HOUR (HAZ.)
SMOKE PARTITION LINE (HAZ.)
A. KEEP THE BUILDING AND SITE WELL ORGANIZED AND CLEAN THROUGHOUT CONSTRUCTION.
B. PROTECT ADJACENT WORK FROM DAMAGE AND DEBRIS ACCUMULATION. PROVIDE GENERAL DAILY
CLEAN-UP AND PICK-UP. REMOVE ALL SCRAP AND DEBRIS FROM THE SITE.
C. EXCEPTION: RE-USABLE SCRAP SHALL BE STORED IN A NEATLY MAINTAINED, SECURE, DESIGNATED
STORAGE AREA, PROTECTED FROM WEATHER AND THEFT.
D. AT COMPLETION OF WORK, REMOVE FROM THE JOB SITE ALL TOOLS AND EQUIPMENT, AND SURPLUS
MATERIALS, SCRAP, AND DEBRIS.
E. COORDINATE WITH CONTRACTING OFFICER FOR CONSTRUCTION LAY-DOWN AND DUMPSTER AREA.
F. CLEAN INSIDE AND OUTSIDE OF GLASS SO THERE ARE NO SPOTS, DIRT, SMUDGES OR STREAKS
REMAINING FROM THE CLEANING PROCESS.
G. SCHEDULE FINAL CLEANING AS APPROVED BY THE CONTRACTING OFFICER TO ENABLE THE
GOVERNMENT TO ACCEPT A CLEAN WORK AREA.
CLEANING/MAINTENANCE DURING CONSTRUCTION
& FINAL CLEANING
A. IN GENERAL, EXISTING RATED WALLS ARE REQUIRED TO EXTEND TO THE UNDERSIDE OF THE DECK OR
STRUCTURE, AND SHALL NOT BE ALTERED WITH NEW CONSTRUCTION OR CEILING REPLACEMENT.
B. CONTRACTOR TO SEAL ALL PENETRATIONS THRU RATED WALLS PER THE U.L. ASSEMBLY REQUIRED FOR
EACH PARTICULAR TYPE OF PENETRATION (PIPE, CONDUIT, DUCT, ETC.) AND WALL CONDITION (GYP. BD/MTL.
STUDS, CONCRETE, ETC.). CONTRACTOR TO PROVIDE DATA SHEETS OF EACH TYPE OF U.L. ASSEMBLY USED.
DATA SHEETS TO BE KEPT ON FILE AT JOBSITE OFFICE DURING CONSTRUCTION FOR THE BUILDING
INSPECTOR'S USE. DATA SHEETS TO BE INCLUDED AS PART OF THE CLOSE-OUT DOCUMENTATION AT THE
END OF THE PROJECT.
C. ALL FIRE AND/OR SMOKE RATED PARTITIONS AND CORRIDOR PARTITIONS SHALL EXTEND FROM THE
FINISHED FLOOR TO WHERE IT MAY BE SEALED TIGHT, SUCH AS THE UNDERSIDE OF THE STRUCTURE OR
DECK ABOVE. ALL PENETRATIONS THROUGH SUCH PARTITIONS SHALL BE SEALED PER THE APPROPRIATE
U.L. DETAIL FOR THE WALL RATING DESIGNATED. COORDINATE PROPER SEALING OF HVAC, PLUMBING AND
ELECTRICAL ITEMS WITH HVAC, PLUMBING AND ELECTRICAL DRAWINGS.
D. ALL CORRIDOR PARTITIONS SHALL BE MADE SMOKE TIGHT. ALL SUCH PARTITIONS SHALL EXTEND FROM THE
FINISHED FLOOR TO THE UNDERSIDE OF THE STRUCTURE OR DECK ABOVE. ALL PARTITIONS AND ANY
PENETRATIONS SHALL BE SEALED TIGHT WITH DRYWALL COMPOUND OR SEALANT. RATED WALLS SHALL BE
SEALED WITH A U.L. LISTED AND APPROVED FIRESTOPPING ASSEMBLY.
E. EXISTING FIRE/SMOKE WALLS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE INSPECTED TO CORRECT
THE FOLLOWING ITEMS:
PARTITION EXTENDS AND IS TIGHT TO, AND SEALED OFF FROM, THE BOTTOM OF THE DECK OR
STRUCTURE ABOVE.
ALL PENETRATIONS AND HOLES THROUGH THE WALLS ARE REPAIRED/PATCHED IN ACCORDANCE WITH
THE APPLICABLE DETAILS.
F. EXISTING PENETRATIONS: EXISTING CONCEALED AREAS SUCH AS CHASES, UNDERSIDE OF FLOORS BELOW
EXISTING TOILET/BATHROOM FACILITIES, BELOW EXISTING EQUIPMENT, ETC., WITHIN THE LIMITS OF
CONSTRUCTION, SHALL BE EXAMINED BY THE CONTRACTOR DURING THE PROCESS OF CONSTRUCTION. ALL
SUCH AREAS HAVING OPEN PENETRATIONS SHALL BE SEALED OFF WITH FIRE RATED MATERIAL AS
REQUIRED. THE CONTRACTOR SHALL NOTE THE EXTENT OF SUCH AREAS AND SHALL VERIFY ALL SUCH
AREAS WITH THE CONTRACTING OFFICER. ANY/ALL ADDITIONAL WORK SHALL BE APPROVED BY THE
CONTRACTING OFFICER BEFORE THE CONTRACTOR PROCEEDS.
G. ANY DEVICE LOCATED IN A FIRE AND/OR SMOKE RATED WALL UP TO 16"X16" IN SIZE SHALL BE PROTECTED
WITH ONE LAYER OF 5/8" RATED GYPSUM BOARD FOR 1 HOUR WALLS. THE DEVICE SHALL BE COMPLETELY
ENCLOSED BY THE GYPSUM BOARD WHICH SHALL BE SCREW ATTACHED TO AUXILIARY DRYWALL FRAMING
AS REQUIRED TO PROVIDE THE PROPER SIZE ENCLOSURE. ELECTRICAL BOXES, NOT OVER 16 SQUARE
INCHES, MAY BE PROTECTED BY AN APPROVED INTUMESCENT PAD IN LIEU OF BEING BOXED IN WITH
GYPSUM WALLBOARD.
H. IN GENERAL, FIRE PROTECTION SYSTEMS INCLUDING SPRINKLERS ARE NOT INCLUDED WITHIN THE SCOPE
AND SPRINKLER HEAD LOCATIONS ARE NOT INDICATED ON THE REFLECTED CEILING PLANS; EXCEPT AS
NOTED BELOW:
IF SPRINKLERS ARE LOCATED WITHIN AREAS OF NEW CEILING WORK, CONTRACTOR SHALL ENSURE THAT
CEILING INSTALLATION IS COMPLETED IN A MANNER TO PROVIDE COMPLETE (100%) AUTOMATIC
SPRINKLER COVERAGE AS DEFINED IN NFPA STANDARD 13 AND IN THE PROJECT MANUAL AND AS
REQUIRED BY THE GOVERNMENT'S INSURANCE UNDERWRITER. CONTRACTOR SHALL PROVIDE DRAWINGS
SHOWING LOCATIONS OF SPRINKLER HEADS FOR APPROVAL.
I. IF ANY EXISTING FIREPROOFING OR FIRE ASSEMBLIES (WHICH ARE TO REMAIN) ARE DAMAGED DURING
DEMOLITION, THEY SHALL BE REPAIRED TO CONFORM TO ORIGINAL FIRE PROTECTION REQUIREMENTS.
INTEGRITY OF EXISTING RATED ROOFS, FLOORS AND WALLS (WHICH ARE TO REMAIN IN PLACE) SHALL BE
MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION. CONTACT THE CONTRACTING OFFICER TO
VERIFY TESTED ASSEMBLIES TO BE USED FOR REPAIRS.
FIRE AND/OR SMOKE WALL/PENETRATIONS
PLAN
NORTH
1
501
ROOM NAME
RM#
1
A500
A201
1
2
3 4
A201
4
2' 0 2' 4'4'
1
1/4"=1'-0"
TITLE
1
501
1
A
WINDOW ELEVATION
GENERAL PROJECT NOTES (CONTINUED)
GENERAL PROJECT DEMOLITION NOTES
A. COORDINATE HVAC, PLUMBING, FIRE PROTECTION, ELECTRICAL, COMMUNICATIONS AND INFORMATION
SYSTEMS DRAWINGS FOR DEMOLITION OF UTILITIES.
B. THE CONTRACTOR SHALL BRACE EXISTING STRUCTURES AND STRUCTURAL ELEMENTS AS NECESSARY
DURING DEMOLITION.
C. THE CONTRACTOR SHALL NOT CUT STRUCTURAL WORK IN A MANNER RESULTING IN A REDUCTION OF LOAD
CARRYING CAPACITY OR LOAD/DEFLECTION RATIO. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING
OFFICER OF ALL STRUCTURAL CUTS PRIOR TO EXECUTION SO THAT APPROVAL CAN BE OBTAINED FROM THE
ARCHITECT AND A STRUCTURAL ENGINEER.
D. THE CONTRACTOR SHALL REPLACE OR REPAIR EXISTING TO REMAIN FINISHES, ETC, WHICH ARE DAMAGED
DURING DEMOLITION (INCLUDING BUT NOT LIMITED TO - CEILING GRID, CEILING TILE, WALL COVERINGS,
FLOOR COVERINGS, CORNER GUARDS, WALL GUARDS, HANDRAILS, CHAIR RAIL, MOLDINGS, ETC.).
E. DURING DEMOLITION, THE CONTRACTOR SHALL TAKE CARE TO MINIMIZE NOISE AND VIBRATION.
CONSTRUCTION SHALL BE ISOLATED.
F. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DEMOLITION DRAWINGS FOR DEMOLITION WORK TO
BE PERFORMED BY OTHER TRADES. AVOID DUPLICATION IN BIDDING. CLOSE COORDINATION IS REQUIRED
BETWEEN ALL DEMOLITION CONTRACTORS SO THAT THE DISPOSITION OF EXISTING CONCEALED UTILITIES,
EXPOSED BY DEMOLITION UNDER THIS SECTION, IS IDENTIFIED SO THAT THE PROGRESS OF THE WORK IS
NOT IMPEDED. ALL HOLES AND OPENINGS IN FLOOR SLABS AS A RESULT OF EXISTING MECHANICAL,
PLUMBING, OR ELECTRICAL UTILITY REMOVAL ARE TO BE FILLED IN WITH CONCRETE FLUSH TO MATCH
EXISTING.
G. ALL CONCRETE, MASONRY, TILE AND PLASTER SURFACES INDICATED TO BE CUT AND PATCHED OR ARE ON A
SURFACE IN WHICH A DOOR, WINDOW, OR PORTION OF THE SURFACE IS TO BE REMOVED, SHALL BE CUT
WITH MASONRY SAWS OR PREPARED FOR CLEAN JOINTS AND PATCHED FLUSH TO RECEIVE NEW MATCHING
MATERIALS AND FINISHES.
H. IN LOCATIONS WHERE EXISTING WALLS OR ELEMENTS WITHIN WALLS ARE REMOVED, PATCH ADJACENT
WALLS AS REQUIRED WITH MATERIALS AND FINISHES TO MATCH EXISTING OR PER THE FINISH SCHEDULE,
UNO.
I. THE GOVERNMENT SHALL HAVE FIRST RIGHT OF REFUSAL ON ALL MATERIAL AND ITEMS TO BE REMOVED.
THE GENERAL CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER WHEN DEMOLITION WORK IN A
CERTAIN AREA IS TO BEGIN, AND CONDUCT A SURVEY WITH THE OWNER OF THAT AREA TO IDENTIFY ITEMS
TO BE SALVAGED. ITEMS IDENTIFIED BY THE CONTRACTING OFFICER TO BE SALVAGED AND TURNED OVER
TO THE OWNER ARE TO BE REMOVED BY THE CONTRACTOR AND DELIVERED TO A MUTUALLY AGREED UPON
LOCATION.
J. CONTRACTOR SHALL BE RESPONSIBLE FOR STEP-OFF MATS AT THE CONSTRUCTION ENTRANCE
THROUGHOUT ENTIRE PROJECT. MATS SHALL BE REPLACED BEFORE ANY DEBRIS IS TRACKED INTO THE
EXISTING CONTRACTING OFFICER.
K. ALL WASTE DISPOSAL ASSOCIATED WITH DEMOLITION AND NEW WORK, CONTRACTOR LAY-DOWN AREAS,
AND CONSTRUCTION ENTRANCES SHALL BE COORDINATED WITH CONTRACTING OFFICER PRIOR TO
CONSTRUCTION.
GENERAL NOTES FOR EXISTING CONCRETE SLAB
REMOVAL AND REPLACEMENT
A. SAW CUT AND REMOVE EXISTING CONCRETE SLAB IN AREAS AS SHOWN. TO THE GREATEST EXTENT
POSSIBLE, MAKE EVERY EFFORT TO MINIMIZE THE AREA OF SLAB TO BE DEMOLISHED.
B. UPON COMPLETION OF PLUMBING/PIPING INSTALLATION, FILL VOIDS IN SUBGRADE WITH FLOWABLE FILL
MATERIAL. FLOWABLE FILL SHALL HAVE A MAXIMUM COMPRESSIVE STRENGTH OF 65 PSI (40 PSI MINIMUM) AT
28 DAYS. CEMENT SHALL BE ASTM C150 TYPE I/II WITH 50 LB/CY, FLY ASH 600 LB/CY (ASTM C 618, TYPE F),
FINE AGGREGATE 2,500 LB/CY (ASTM C33, PEA GRAVEL WITH SAND), WATER CONTENT 500-550 LB/CY (ASTM
C94), AIR ENTRAINMENT 4-7% (ASTM C260). EVAPORATION OF BLEED WATER SHALL NOT RESULT IN
SHRINKAGE OF MORE THAN 1/8 INCH PER FOOT OF FLOWABLE FILL DEPTH. ALLOW FLOWABLE FILL TO CURE
FOR A MINIMUM OF 12 HRS.
C. REPAIR/REPLACE EXISTING VAPOR RETARDER (IF ENCOUNTERED) WITH 6 MIL POLYETHYLENE VAPOR
RETARDER SHEET PER MANUFACTURER'S RECOMMENDATIONS.
D. IN AREAS OF SLAB TO BE PATCHED, CLEAN EXISTING CONCRETE SURFACES TO ACCEPT NEW CONCRETE.
PER MANUFACTURER'S RECOMMENDATIONS, APPLY EPOXY BONDING AGENT (ASTM C881, TYPE V) TO
SURFACES OF EXISTING SLAB WHICH ARE TO BE IN CONTACT WITH NEW CONCRETE.
E. CONCRETE SLAB SHALL MATCH THE THICKNESS OF THE EXISTING SLAB (4" MINIMUM THICKNESS) AND SHALL
SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS. PORTLAND CEMENT SHALL
CONFORM TO ASTM C150, WATER/CEMENT RATIO = 0.57, AGGREGATE SHALL BE PER ASTM C33, DEFORMED
STEEL REINFORCEMENT SHALL BE PER ASTM A615 GRADE 60. PROVIDE #4 AT 16" ON CENTER SPACING IN
EACH DIRECTION OF SLAB WITH A MINIMUM CLEAR COVER OF 3/4".
F. FINISH CONCRETE WITH STEEL TROWEL AND MATCH EXISTING CONCRETE FINISH SLAB HEIGHT TO THE
GREATEST EXTENT POSSIBLE.
G. CLEAN AND PREPARE NEW AND EXISTING CONCRETE FOR ACCEPTANCE OF EITHER "THICKSET" OR "THINSET"
TILE APPLICATION, TO BE DETERMINED BASED ON THE EXISTING CONDITIO AND THICKNESS. PROVIDE
LATEX-PORTLAND CEMENT MEDIUM MORTAR BED FOR ALL TILE - EXTRA HEAVY SERVICE RATED PER TCNA.
ALLOW CONCRETE TO CURE TO MEET MORTAR MANUFACTURER RECOMMENDATIONS PRIOR TO
INSTALLATION. PROVIDE WATER-CLEANABLE EPOXY GROUT. COMPLY WITH MATERIAL STANDARDS IN ANSI'S
"SPECIFICATIONS FOR THE INSTALLATION OF CERAMIC TILE" THAT APPLY TO MATERIALS AND METHODS
INDICATED.
PHOTO TAG
SHOWS DIRECTION AND AREA OF PHOTO
H. FINAL CLEANING WILL BE COMPARABLE TO THAT PROVIDED BY
PROFESSIONAL, SKILLED CLEANERS USING COMMERCIAL GRADE CLEANING
MATERIALS. CLEANING MATERIALS WILL BE USED WITH CARE, PER
MANUFACTURER'S RECOMMENDATIONS AND WILL BE COMPATIBLE WITH
BUILDING MATERIALS AND FINISHES. FINAL CLEANING WILL INCLUDE
REMOVAL OF DEBRIS FROM PUBLIC PAVED AREAS ADJACENT TO THE SITE.
I. AFTER CONSTRUCTION IS COMPLETE, THE LAY-DOWN AREA SHALL BE
REPAIRED. WORK SHALL INCLUDE, BUT NOT BE LIMITED TO GRADING, FILL
AND SODDING OF LAY-DOWN AREA TO MATCH EXISTING CONDITIONS.
*** Safety Pays ***
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I:\COE-CHARLESTON.14254\50740.RESETS-REPAIR-M\DOCS\DWG\SHEETS\TN116\50740.TN116.A002.DWG
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1 2 3 4 5 6 7 2
D
C
B
A
1
WORK BAYS
100
AMSA OFFICE
116
OMS OFFICE
115
BREAK
113
MECH
111
CORR
114
BATT
102
STOR
103
TOOL
104
TOOL
105
WOMEN'S
112
MEN'S
106
LOCKERS
107
MOTOR POOL
108
FLAM STOR
110
FLAM STOR
109
WASH RACK
200
WORK
100A
1 2 3 4 5 6 7 2
D
C
B
A
1
WORK BAYS
100
AMSA OFFICE
116
OMS OFFICE
115
BREAK
113
MECH
111
CORR
114
BATT
102
STOR
103
TOOL
104
TOOL
105
WOMEN'S
112
MEN'S
106
LOCKERS
107
MOTOR POOL
108
FLAM STOR
110
FLAM STOR
109
WASH RACK
200
WORK
100A
#
1. DEMOLISH WINDOW AND ASSOCIATED FASTENERS COMPLETE, AND PREPARE
OPENING FOR NEW WINDOW.
2. DEMOLISH DOOR AND FRAME COMPLETE. COORDINATE DEMOLITION AND
INSTALLATION WITH EXISTING SECURITY SYSTEM. PROTECT EXISTING SECURITY
SYSTEM.
3. DEMOLISH PLUMBING FIXTURES, TOILET ACCESSORIES, WALLS, AND ASSOCIATED
FLOOR AND WALL FINISHES AS SHOWN (INCLUDING TILE MORTAR BED).
COORDINATE WITH NEW WORK PLANS FOR EXTENT OF DEMOLITION, AND
PREPARE SURFACES FOR NEW FINISHES, AS REQUIRED. RETURN FIXTURES AND
TOILET ACCESSORIES TO GOVERNMENT.
4. DEMOLISH CEILING AND ASSOCIATED FRAMING & FASTENERS COMPLETE.
5. HATCHED AREA DENOTES AREA TO DEMOLISH CONCRETE SLAB AS REQUIRED
FOR INSTALLATION OF NEW PLUMBING AND NEW TILE. PROTECT EXISTING FLOOR
DRAIN, AS REQUIRED. SEE SLAB REPLACEMENT NOTES ON A-002 AND TILE
DETAILS.
6. REMOVE EXISTING LOCKERS AND RETURN TO GOVERNMENT.
7. DEMOLISH WINDOW AND ASSOCIATED FASTENERS COMPLETE, AND PREPARE
OPENING FOR NEW WINDOW. DEMOLISH SILL FLASHING AND 8" (3 COURSES) OF
BRICK SILL BELOW WINDOW. DO NOT ALTER BELOW WINDOWS. DO NOT ALTER
EXISTING STRUCTURAL COLUMNS OR TEES TO REMAIN.
8. DEMOLISH EXISTING MASONRY WALL AND PREP SURFACES FOR NEW FINISHES.
9. HEATER ABOVE TO BE REMOVED, STORED AND REINSTALLED IN NEW LOCATION.
GENERAL DEMOLITION NOTES
A. MEN'S 106, LOCKER 107 AND WOMEN'S 112 CONTAINS HARD CEILINGS, CONCRETE
MASONRY WALL CONSTRUCTION AND TILED FLOOR AND BASE. SCOPE OF WORK
INCLUDES REMOVAL OF HARD CEILINGS AND WALLS AS NOTED TO BE
DEMOLISHED. REMOVE TILE FLOOR, BASE, GROUT AND SETTING BED; PREPARE
FOR NEW TILE. PLUMBING FIXTURES, TOILET PARTITIONS, TOILET ACCESSORIES
AND LOCKERS SHALL BE REMOVED AND RETURNED TO GOVERNMENT. ALL
REMAINING MASONRY CONSTRUCTION SHALL BE PREPARED TO RECEIVE NEW
FINISHES. ACOUSTICAL CEILING TILE AND GRID SHALL BE DEMOLISHED. ALL
EXISTING EXTERIOR WINDOWS AND MAIN ENTRY SHALL BE DEMOLISHED.
INTERIOR WINDOWS SHALL NOT BE REPLACED.
B. SEE A-001, A-002, & SPECIFICATIONS FOR ARCHITECTURAL ABBREVIATIONS,
SYMBOLS, & ADDITIONAL GENERAL PROJECT & DEMOLITION NOTES.
C. REFER TO ELECTRICAL & PLUMBING DEMOLITION PLANS FOR ADDITIONAL SCOPE
OF WORK.
DEMOLITION KEY NOTES
1 1 1
7TYP
2
PLAN
NORTH
08' 4' 8'
1
1/8"=1'-0"
AMSA - FAC 00002
DEMOLITION PLAN
4
EXISTING
TRENCH
DRAIN, TYP.
EXISTING
TRENCH
DRAIN, TYP.
CAGE
DIVIDER
CAGE, TYP
OPEN
STORAGE
ABOVE
2
AD101
7 7
WOMEN'S
112
MEN'S
106
LOCKERS
107
PLAN
NORTH
2' 0 2' 4'4'
2
1/4"=1'-0"
AMSA - FAC 00002
ENLARGED DEMOLITION PLAN
6
8
3 4
8
8
8
FD
FD
9
5
5
3 4
6
8
5
1'-2"
5'-1
3
/4
"
FV
1'-1
3
/4
"
FV
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PATCH & REPAIR EXTERIOR STUCCO CEILING
AS REQUIRED
PLAN
NORTH
32' 16' 0 32'
11
1/32"=1'-0"
AMSA - FAC 00002
KEYPLAN - PHOTOGRAPH LOCATION
DEMOLITION PHOTO
1
EXISTING CONDITIONS @ ENTRANCE/DOOR "A"
DEMOLITION PHOTO
2
EXISTING CONDITIONS @ WINDOW "B"
DEMOLITION PHOTO
3
DEMOLITION PHOTO
4
EXISTING CONDITIONS @ WINDOW "B" EXISTING CONDITIONS @ WINDOW "B"
DEMOLITION PHOTO
5
EXISTING CONDITIONS @ WINDOW "C"
DEMOLITION PHOTO
6
EXISTING CONDITIONS @ WINDOW "D" - OVERALL
DEMOLITION PHOTO
7
DEMOLITION PHOTO
8
EXISTING CONDITIONS @ WINDOW "D" - BRICK HEAD CONDITION EXISTING CONDITIONS @ WINDOW "D" - METAL PANEL HEAD CONDITION
DEMOLITION PHOTO
9
DEMOLITION PHOTO
10
EXISTING CONDITIONS @ WINDOW "D" - SILL CONDITION EXISTING CONDITIONS @ WINDOW "D" - TRANSITION HEAD CONDITION
PROVIDE CONTINUOUS SEALANT AROUND NEW FRAME
PROTECT EXISTING METAL PANEL FLASHING;
PAINT TO MATCH EXISTING METAL PANELS &
PROVIDE SEALANT ALONG ENTIRE VERTICAL JOINT
TO ROOF
PROVIDE SEALANT AT ENTIRE PERIMETER OF NEW
WINDOW FRAME; SEE WINDOW DETAILS
EXISTING PANEL FLASHING TO REMAIN; NEW SILL
PAN HEM TO LAP OVER PANELS BELOW
EXISTING PANEL BASE/HEAD FLASHING TO REMAIN
PREP & PAINT EXISTING STEEL LINTEL;
SEE GENERAL NOTES FOR WINDOWS
REMOVE & REINSTALL EXISTING DOWNSPOUTS AS
REQUIRED, TYP
PREP & PAINT EXISTING STEEL LINTEL;
SEE GENERAL NOTES FOR WINDOWS
EXISTING METAL SILL AND BRICK BELOW TO BE REPLACED;
SEE FLASHING DETAILS FOR ENTIRE WINDOW
PREP & PAINT EXISTING STEEL "TEE COLUMN";
SEE WINDOW DETAILS
PREP & PAINT EXISTING
STEEL LINTELS; SEE
GENERAL NOTES FOR
WINDOWS
PROVIDE CONTINUOUS SEALANT AT ENTIRE WINDOW FRAME
AND AT VERTICAL JOINT BETWEEN NEW FLASHING & EXISTING
METAL PANELS
PROVIDE COPPER STEP FLASHING OVER 8" WIDTH OF BRICK; SECURE WITH LEAD
WEDGE AT FIRST BRICK JOINT UNDER ROOF FLASHING AND WRAP JAMB SECURE
TO METAL PANELS WITH HIGH DOMED GASKETED FASTENERS
PREP & PAINT EXISTING STEEL LINTEL
TO MATCH CEILING; SEE GENERAL NOTES
EXISTING METAL PANELS TO REMAIN, TO
EXTENT POSSIBLE IF REQUIRED, REMOVE AND
REINSTALL, INCLUDING NEW SEALANT AT HEAD
FOR INSTALLATION OF NEW WINDOWS.
DEMOLISH EXISTING METAL SILL AND 8" OF BRICK (3 COURSES)
FOR NEW THROUGH WALL FLASHING; SEE WINDOW DETAILS
LOCATION OF NEW STEP FLASHING AT WINDOW SILL/JAMB
(TYPICAL AT EACH END JAMB); SEE WINDOW DETAILS
LOCATION OF NEW STEP FLASHING AT WINDOW SILL/JAMB
(TYPICAL AT EACH END JAMB); SEE WINDOW DETAILS
AMSA WASH
RACK
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SI D
50740.T
N116.A
D901.D
WG
8/1/2013
DLB
AU
GU
ST
1, 2013
CHARLESTON DISTRICT
CH
AR
LE
ST
ON
D
IS
TR
IC
T
822
1 2 3 4 5 6 7 2
D
C
B
A
1
WORK BAYS
100
AMSA OFFICE
116
OMS OFFICE
115
BREAK
113
MECH
111
CORR
114
BATT
102
STOR
103
TOOL
104
TOOL
105
WOMEN'S
112
MEN'S
106
LOCKERS
107
MOTOR POOL
108
FLAM STOR
110
FLAM STOR
109
WASH RACK
200
WORK
100A
#
1. FIXED WINDOW IN EXISTING OPENING. FIELD VERIFY ROUGH OPENING AS
REQUIRED.
2. SERIES OF OPERABLE WINDOW SIN EXISTING OPENING. FIELD VERIFY ROUGH
OPENING AS REQUIRED. REPLACE BRICK TO MATCH EXISTING. COORDINATE WITH
NEW WINDOW SILL DETAILS & INSTALLATION OF WINDOW & FLASHING.
3. STOREFRONT ENTRANCE AND DOOR. VERIFY AND COORDINATE WITH EXISTING
SECURITY SYSTEM. PROVIDE COMPLETE, FULLY FUNCTIONAL AND INTEGRATED
DOOR SECURITY AND ACCESS CONTROL SYSTEM AT STOREFRONT ENTRANCE
REPLACEMENT.
4. PROVIDE (4) 1'-3" W x 1'-0" D x 6'-0" H IN WOMEN'S 112 AS SHOWN. INSTALL NEW
CONCRETE BASE. SEE DETAIL 5/A401.
5. PROVIDE (16) 1'-3" W x 1'-6" D x 6'-0" IN LOCKER'S 107 AS SHOWN. INSTALL ON
EXISTING BASE.
6. WHERE EXISTING MASONRY WALL WAS REMOVED, PATCH REMAINING MASONRY
WALL AS REQUIRED TO RECEIVE NEW FINISHES.
7. HATCHED AREA DENOTES AREA OF NEW CONCRETE SLAB. REFER TO FLOORING
DETAILS.
8. PAINT EXISTING DOOR AND FRAME TO MATCH EXISTING.
KEY NOTES
GENERAL NOTES
A. SCOPE OF WORK IN MEN'S 106, LOCKERS 107 AND WOMEN'S 112 INCLUDES
INSTALLATION OF NEW GYPSUM BOARD CEILING, NEW WALLS AS SHOWN, NEW
CONCRETE SLAB, NEW FLOOR TILE AND BASE, NEW PLUMBING FIXTURES, LOCKERS,
AND TOILET PARTITIONS AND ACCESSORIES. SPACES AS NOTED SHALL RECEIVE
NEW FINISHES. REFER TO ENLARGED PLAN AND SCHEDULE FOR LOCATIONS.
SCOPE OF WORK IN BREAK 113 INCLUDES REPLACEMENT OF ACOUSTICAL CEILING
TILE AND GRID. ALL EXTERIOR WINDOWS AND MAIN ENTRY SHALL ALSO BE
REPLACED.
B. EXISTING TO REMAIN ARE SHOWN AS "SCREENED" ON THE FLOOR PLANS. NEW
CONSTRUCTION IS INDICATED BY SOLID LINES. REFER TO DEMOLITION DRAWINGS
FOR EXTENT OF EXISTING TO BE REMOVED.
C. WHERE INDICATED ON THE FLOOR PLAN , FURR-OUT RATED WALL WITH 5/8" TYPE
"X" GYPSUM BOARD ON 3-5/8" METAL STUDS AT 16" O.C. MAXIMUM UP TO 4" ABOVE
THE FINISH CEILING IN ORDER TO PROVIDE FOR RECESSED ITEMS IN THE WALL
WITHOUT INTERFERING WITH THE INTEGRITY OF THE RATED WALL.
D. COORDINATE LAYOUT OF FURNITURE AND EQUIPMENT WITH COR. FURNITURE AND
EQUIPMENT SHOWN FOR REFERENCE ONLY.
E. SEE A-401 FOR WALL TYPES.
F. SEE A-501 FOR WINDOW ELEVATIONS & DETAILS.
G. MEN'S 100, WOMEN'S 112 & LOCKERS 107 SHALL RECEIVE NEW FLOOR TILE PER
TCNA #F13207.
PLAN
NORTH
08' 4' 8'
1
1/8"=1'-0"
AMSA - FAC 00002 FLOOR PLAN
EXISTING
BOLLARDS, TYP
EXISTING TRENCH
DRAIN, TYP
EXISTING
TRENCH DRAIN,
TYP
113 BREAK ACT-1ACT----CONC
112 WOMEN'S C-PNT-1GWBPNT-1EX. CMUWT-1WT-1PNT-1
WT-1VARPT-1CONC
107 LOCKER 8'-0" FVC-PNT-1EX. GWBPNT-1EX. CMUPNT-1EX. CMUPNT-1PNT-1
EX. CMUWT-1VARPT-1CONC
106 MEN'S CEILING HEIGHT TO MATCH EXISTING8'-0" FVC-PNT-1GWBPNT-1WT-1EX. CMUWT-1
CBB
PNT-1/ WT-1WT-1VARPT-1CONC
COL FINFINFINFIN
MATMATMATMATMATMAT
BASE
FLOOR
HEIGHTCOL
WEST WALLEAST WALLNORTH WALL SOUTH WALL CEILING
REMARKSROOM NAME
NO.
ROOM
ROOM FINISH SCHEDULE
CAGE
DIVIDER
CAGE, TYP
1
3
1
2
1
A401
ACT ACOUSTICAL TILE
CMU CONCRETE MASONRY UNIT
C-PNT CEILING PAINT
CONC CONCRETE
CS CLEAR SEALER
CBB CEMENTITIOUS BACKER BOARD
GWB GYPSUM WALL BOARD
EX EXISTING
PNT PAINT
PT PORCELAIN TILE
SL SEALANT
SS SOLID SURFACE
TP TOILET PARTITION
UP URINAL PARTITION
VAR VARIES
WT WALL TILE
ROOM FINISH SCHEDULE ABBREVIATIONS
CEILING HEIGHT TO MATCH EXISTING
CEILING HEIGHT TO MATCH EXISTING8'-0" FV
CEILING HEIGHT TO MATCH EXISTING
- - - - - - -
B B C
A
D
ROOM FINISHES
FINMAT
114
GWB/CBB
EX CMU
EX. CMU
EX. CMU
CBB
CBB
GENERAL FINISH NOTES
OPEN
STORAGE
ABOVE
WOMEN'S
112
MEN'S
106
LOCKERS
107
PLAN
NORTH
2' 0 2' 4'4'
2
1/4"=1'-0"
AMSA - FAC 00002
ENLARGED FINISH PLAN
FD
FD
8'-0" FV
4
5
7
WT
-1
PNT-1
PN
T-1
PNT-1
PN
T-1
PNT-1
PN
T-1
PNT-1
PN
T-1
PNT-1
PN
T-1
WT-1
WT
-1
WT-1
WT-1
WT
-1
6
2
A101
EXISTING SLAB
NEW SLAB
ACT-1
MANUFACTURER: USG CORPORATION
SERIES: 2110
COLOR: WHITE RADAR
SIZE: '2x2'x5/8"
C-PNT-1 (EPOXY)
MANUFACTURER: SHERWIN WILLIAMS,
COLOR: SW7007 CEILING BRIGHT WHITE
PNT-1 (EPOXY)
MANUFACTURER: SHERWIN WILLIAMS
COLOR: SW 7547 SANDBAR
FINISH: SATIN
PT-1
MANUFACTURER: DALTILE
SERIES: KEYSTONES
COLOR: URBAN PUTTY SPECKLE
SIZE: 2"x2"
GROUT & SEALANT
MANUFACTURER: LATICRETE
COLOR: ANTIQUE WHITE
WT-1
MANUFACTURER: DALTILE
SERIES: MATTE
COLOR: URBAN PUTTY
SIZE: 6"x6"
FINISH: MATTE
GROUT & SEALANT
MANUFACTURER: LATICRETE
COLOR: ANTIQUE WHITE
TP-1/UP-1
MANUFACTURER: BRADLEY PARTITION
SERIES: SOLID PHENOLIC
COLOR: ALMOND 0920
SS-1 @ WINDOWS
MANUFACTURER: GIBRALTAR
COLOR: 9032 ML ARABIAN MELANGE
SIZE: (2) LAYERS OF 1/2" THICK SOLID
SURFACE TOTALING 1" THICKNESS.
SL-1 @ WINDOWS
MANUFACTURER:
COLOR: TO MATCH MEDIUM BRONZE
OF WINDOWS
A. REFER TO TILE DETAILS FOR FLOOR/WALL TRANSITIONS AND
CONDITIONS.
B. ALL SEALANTS AT TILE EXPANSION JOINTS SHALL MATCH
GROUT.
2
A401
7
6
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
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SHEET
IDENTIFICATION
DA
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AP
PR
.
SHEET OF
®
US Army Corps
of Engineers
I:\COE-CHARLESTON.14254\50740.RESETS-REPAIR-M\DOCS\DWG\SHEETS\TN116\50740.TN116.A101.DWG
8/1/2013 12:03:45 AM
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SI D
50740.T
N116.A
101.D
WG
8/1/2013
DLB
AU
GU
ST
1, 2013
CHARLESTON DISTRICT
CH
AR
LE
ST
ON
D
IS
TR
IC
T
8
8
922
AP
HEAT
C
B
A
1 2 3 4 5 6 7 2
D
C
B
A
1
WORK BAYS
100
AMSA OFFICE
116 OMS OFFICE
115
BREAK
113
MECH
111
CORR
114
BATT
102
STOR
103
TOOL
104
TOOL
105
WOMEN
112
MEN
106
LOCKERS
107
MOTOR POOL
108
FLAM STOR
110
FLAM STOR
109
WASH RACK
200
REFLECTED CEILING PLAN GENERAL NOTES
A. SEE A-002 AND SPECIFICATIONS FOR ADDITIONAL GENERAL PROJECT NOTES.
B. SEE A-131 FOR CEILING DETAILS.
C. SEE THE ELECTRICAL DRAWINGS FOR ADDITIONAL LIGHTING INFORMATION AND
NOTES WITHIN THE SCOPE OF WORK.
D. REFLECTED CEILING PLANS ARE PROVIDED TO INDICATE AND COORDINATE
REPLACEMENT ARCHITECTURAL CEILINGS AND ELECTRICAL LIGHTING ONLY -
OTHER CEILING MOUNTED ITEMS ARE NOT IN SCOPE; HOWEVER, CONTRACTOR
SHALL BE RESPONSIBLE FOR COORDINATING TEMPORARY MEASURES AND
REINSTALLATION OF ALL CEILING MOUNTED DEVICES AND APPURTENANCES,
INCLUDING BUT NOT LIMITED TO, MECHANICAL DIFFUSERS, GRILLES, SPEAKERS,
ACCESS PANELS, OR FIRE PROTECTION ITEMS.
E. CONTRACTOR SHALL EXERCISE DUE DILIGENCE WHEN REINSTALLING CEILING
MOUNTED DEVICES AND WILL BE RESPONSIBLE FOR REPLACING ANY DAMAGED
ITEMS, IN KIND.
F. ALL SUSPENDED ACOUSTICAL TILE CEILINGS SHALL BE ACT-1 AND MATCH
EXISTING CEILING HEIGHTS, UNO. SEE FINISH SCHEDULE
08' 4' 8'
1
1/8"=1'-0"
AMSA - FAC 00002
REFLECTED CEILING PLAN
3
3
3
3
2
EXP
33
1
2
1. SUSPENDED ACOUSTICAL CEILING TILE & GRID. MATCH EXISTING HEIGHT, UNO.
2. GYPSUM BOARD CEILING. MATCH EXISTING HEIGHT, UNO.
3. EXISTING GYPSUM BOARD CEILING TO REMAIN. PATCH, REPAIR, AND PAINT TO
MATCH EXISTING AS REQUIRED.
4. EXISTING SURFACE MOUNTED HEATER TO BE REINSTALLED IN NEW LOCATION
INDICATED.
5. ACCESS PANEL. SEE A-131 FOR ADDITIONAL DETAILS.
REFLECTED CEILING PLAN KEY NOTES
#
EXP
EXP
EXP
EXP
EXP
2
4
PLAN
NORTH
5
EXPEXP
EDGE OF
CEILING
CONC
EXP
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
SO
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N N
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1
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2 3
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4 5
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CO
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RA
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OR
N
O.:
SHEET
IDENTIFICATION
DA
TE
AP
PR
.
SHEET OF
®
US Army Corps
of Engineers
I:\COE-CHARLESTON.14254\50740.RESETS-REPAIR-M\DOCS\DWG\SHEETS\TN116\50740.TN116.A121.DWG
8/1/2013 12:03:51 AM
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50740.T
N116.A
121.D
WG
8/1/2013
DLB
AU
GU
ST
1, 2013
CHARLESTON DISTRICT
CH
AR
LE
ST
ON
D
IS
TR
IC
T
1022
MAIN RUNNER
CROSS RUNNER
HANGER WIRE
NOTE: SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED
WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVETS,
SCREWS, PINS, PLATES, WITH BENT TABS, OR OTHER APPROVED
CONNECTORS. DESIGN CONNECTORS FOR 2 TIMES THE DESIGN LOAD OR
ULTIMATE AXIAL TENSION OR COMPRESSION (MINIMUM 60 POUNDS)
CROSS RUNNER
LAY-IN TYPE LIGHT
FIXTURE
#12 GA. WIRES TO GRID WITHIN 3" OF EACH
CORNER OF EACH FIXTURE (TANDEM FIXTURES
MAY UTILIZE COMMON WIRES); SEE ASTM FOR
NUMBER OF WIRE REQUIREMENTS
ATTACHED TO CEILING
SYSTEM MAIN RUNNER
MECHANICAL DIFFUSER OR
CEILING SERVICE DEVICE
MAIN RUNNER
CROSS RUNNER
UP TO 56 LBS., PROVIDE MIN (2) #12 GAUGE ADDITIONAL
HANGER WIRES ATTACHED TO DEVICE'S HOUSING AT
OPPOSITE CORNERS. THESE WIRES SHALL CONNECT TO
CEILING SYSTEM HANGER WIRES OR STRUCTURE ABOVE.
WIRES MAY HAVE SLACK. (INSTALLATION OF THESE WIRES
TO BE RESPONSIBILITY OF FIXTURE INSTALLER)
NOT TO SCALE
CEILING TEE DETAIL
D
NOT TO SCALE
LIGHT FIXTURE
SUPPORT DETAIL
B
NOT TO SCALE
MECHANICAL DIFFUSER OR
CEILING SERVICES DETAIL
C
CEILING SUSPENSION SYSTEM NOTES
SCOPE OF SUSPENSION SYSTEM COMPONENTS:
A. SEE ASTM E580/E580M FOR THE STANDARD PRACTICE AND DETAILED
REQUIREMENTS FOR THE INSTALLATION OF CEILING SUSPENSION SYSTEMS
FOR ACOUSTICAL TILE AND LAY-IN PANELS IN AREAS SUBJECT TO EARTHQUAKE
GROUND MOTION, PER THE BUILDING'S SEISMIC DESIGN CATEGORY.
B. CEILINGS LESS THAN OR EQUAL TO 144 SF AND SURROUNDED BY WALLS
CONNECTED TO STRUCTURE ABOVE ARE EXEMPT FROM ASTM E580/E580M.
C. CEILING AREAS 1,000 SF OR LESS ARE EXEMPT FROM LATERAL FORCE BRACING
REQUIREMENTS IN ASTM E580/E580M SECTION 5.2.
D. ONLY HEAVY-DUTY MAIN TEES SHALL BE USED, AS DEFINED IN SPECIFICATION
C635.
E. THE MAIN RUNNERS AND CROSS RUNNERS OF THE CEILING SYSTEM AND THEIR
SPLICES, INTERSECTIONS CONNECTORS, AND EXPANSION DEVICES SHALL BE
DESIGNED AND CONSTRUCTED TO CARRY A MEAN ULTIMATE TEST LOAD OF
NOT LESS THAN 180 LBS IN COMPRESSION AND IN TENSION.
SYSTEM COMPONENTS:
F. UNLESS PERIMETER MEMBERS ARE A STRUCTURAL PART OF AN APPROVED
SYSTEM AND MEET THE STRUCTURAL LOAD CARRYING REQUIREMENTS, WALL
ANGLES OR CHANNELS SHALL BE CONSIDERED AS AESTHETIC CLOSERS AND
SHALL HAVE NO STRUCTURAL VALUE ASSESSED TO THEMSELVES OR METHOD
OF ATTACHMENT TO THE WALLS.
G. PERIMETER SUPPORT ANGLE SHALL SUPPLY A SUPPORT LEDGE OF NOT LESS
THAN 2 INCHES, UNLESS AN APPROVED GRID RETAINAGE CLIP IS USED TO
MAINTAIN CONNECTION OF THE GRID SYSTEM TO THE WALL MOULDING.
H. MAIN RUNNER AND/OR CROSS RUNNER ENDS SHALL BE ATTACHED TO THE
PERIMETER ON TWO ADJACENT WALLS, AND A CLEARANCE OF 3/4" SHALL BE
MAINTAINED BETWEEN THE MAIN RUNNER AND CROSS RUNNER ENDS AND THE
PERIMETER MEMBERS ON THE TWO OPPOSITE WALLS.
I. THE TERMINAL END OF EACH CROSS RUNNER AND MAIN RUNNER SHALL BE
SUPPORTED INDEPENDENTLY, A MAXIMUM OF 8 IN FROM EACH WALL OR
CEILING DISCONTINUITY WITH NO. 12 GAUGE WIRE OR APPROVED WALL
SUPPORT (SEE ASTM FIGURE 4).
J. DIRECT CONCEALED SUSPENDED CEILING SYSTEMS SHALL HAVE POSITIVELY
CONNECTED STABILIZER BARS OR MECHANICALLY CONNECTED CROSS
RUNNERS AT A MAXIMUM SPACING OF 60 IN. PERPENDICULAR TO THE MAIN
RUNNERS. STABILIZATION SHALL OCCUR WITHIN 24" OF EACH WALL.
K. THE TERMINAL END OF EACH CROSS RUNNER AND MAIN RUNNER SHALL BE
SUPPORTED INDEPENDENTLY, A MAXIMUM OF 8" FROM EACH WALL OR CEILING
DISCONTINUITY WITH NO. 12-GA WIRE OR APPROVED WALL SUPPORTS
(AUTHORITIES HAVING JURISDICTION MUST APPROVE USG AC-M7 SEISMIC
CLIPS OR OTHER MANUFACTURER'S TESTED CLIPS).
SUSPENSION WIRE APPLICATION:
L. SUSPENSION WIRES OF GALVANIZED, SOFT-ANNEALED, MILD WIRE SHALL NOT
BE SMALLER THAN NO. 12 GAUGE SPACED AT 4'-0" ON CENTER ALONG EACH
MAIN RUNNER, UNLESS CALCULATIONS JUSTIFYING THE INCREASED SPACING
OR ALTERNATE MATERIALS ARE PROVIDED.
M. EACH VERTICAL WIRE SHALL BE ATTACHED TO THE CEILING SUSPENSION
MEMBER AND TO THE SUPPORT ABOVE, AND EACH WIRE MUST BE WRAPPED
AROUND ITSELF A MINIMUM OF THREE (3) FULL TURNS WITHIN A 3" LENGTH.
CONNECTION DEVICES TO THE SUPPORTING CONSTRUCTION SHALL BE
CAPABLE OF CARRYING NOT LESS THAN 90 LB ALLOWABLE LOAD.
N. SUSPENSION WIRES SHALL NOT HANG MORE THAN 1 IN 6 OUT OF PLUMB
UNLESS COUNTERSLOPING WIRES ARE PROVIDED.
O. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING EQUIPMENT A
TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE CONSTRUCTIONS
PRECLUDE DIRECT SUSPENSION.
LATERAL FORCE BRACING:
P. HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY FOUR (4) NO. 12 GA WIRES
SECURED TO THE MAIN RUNNER WITHIN TWO (2) INCHES OF THE CROSS
RUNNER INTERSECTION AND SPLAYED NINETY (90) DEGREES FROM EACH
OTHER AT AN ANGLE NOT EXCEEDING FORTY-FIVE (45) DEGREES FROM THE
PLANE OF THE CEILING. A STRUT FASTENED TO THE MAIN RUNNER AT THE
LOCATION OF THE BRACING WIRES SHALL BE EXTENDED TO AND FASTENED TO
THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE
STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED
BY THE BY THE BRACING WIRES. THESE HORIZONTAL RESTRAINT POINTS SHALL
BE PLACED TWELVE (12) FEET ON CENTER IN BOTH DIRECTIONS WITH THE
FIRST POINT WITHIN SIX (6) FEET FROM EACH WALL.
Q. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF SIX (6)
INCHES FROM ALL HORIZONTAL PIPING OR DUCTWORK THAT IS NOT PROVIDED
WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES.
R. RIGID BRACES THAT HAVE BEEN DESIGNED TO LIMIT RELATIVE LATERAL
DEFLECTIONS AT THE POINT OF ATTACHMENT OF THE CEILING GRID TO LESS
THAN 0.25 INCHES ARE PERMITTED TO BE USED IN THE PLACE OF DIAGONAL
SPLAY WIRES.
LIGHT FIXTURE APPLICATION:
S. ALL LIGHTING FIXTURES SHALL BE ATTACHED TO THE SUSPENDED CEILING
SYSTEM BY MECHANICAL MEANS AS SPECIFIED IN THE NATIONAL ELECTRICAL
CODE, UNLESS INDEPENDENTLY SUPPORTED. A MINIMUM OF TWO (2)
ATTACHMENT DEVICES ARE REQUIRED FOR EACH FIXTURE. SEE DETAILS &
ASTM E580 DIAGRAMS FOR SUPPLEMENTAL HANGER WIRE REQUIREMENTS.
T. LIGHTING FIXTURES WEIGHING LESS THAN 10 LB SHALL HAVE ONE NO. 12 GA
SAFETY WIRE CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE
ABOVE.
U. LIGHTING FIXTURES WEIGHING GREATER THAN 10 LB. BUT LESS THAN 56 LB.
SHALL HAVE, IN ADDITION TO THE GENERAL CONNECTION REQUIREMENTS,
TWO NO. 12 GA HANGAR WIRES CONNECTED FROM THE FIXTURE HOUSING TO
THE STRUCTURE ABOVE THAT ACT AS SAFETY WIRES. IT IS NOT NECESSARY
FOR SAFETY WIRES TO BE TAUT.
V. LIGHTING FIXTURES WEIGHING 56 LB. OR MORE SHALL BE SUPPORTED
DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS.
W. RIGID CONDUIT SHALL NOT BE USED FOR THE ATTACHMENT OF FIXTURES.
SERVICES WITHIN THE CEILING:
X. FLEXIBLE SPRINKLER HOSE FITTINGS, CEILING-MOUNTED AIR TERMINALS OR
OTHER SERVICES WEIGHING LESS THAN 20 LB. SHALL BE POSITIVELY
ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR CROSS RUNNERS
THAT HAVE THE SAME CARRYING CAPACITY OF THE MAIN RUNNERS.
Y. OTHER SERVICES OVER 20 LB. BUT LESS THAN OR EQUAL TO 56 LB. SHALL HAVE
2 ADDITIONAL #12 GA HANGAR WIRES FROM THE DEVICE TO THE STRUCTURE
ABOVE THAT ACT AS SAFETY WIRES. IT IS NOT NECESSARY FOR SAFETY WIRES
TO BE TAUT.
Z. OTHER SERVICES OVER 56 LB. SHALL BE SUPPORTED DIRECTLY FROM THE
STRUCTURE ABOVE BY APPROVED HANGERS.
3-5/8" METAL STUD WITH
FIRE RATED WOOD
BLOCKING TYP AT PANEL
ROUGH OPENING
5/8" GYPSUM BOARD,
OR LAY-IN ACT
CONCEALED PIANO OR SPRING
HINGE
SELF-TAPPING SCREWS
TYP.
SEALANT, TYP AROUND
ENTIRE OPENING
14 GAUGE MIN METAL DOOR
WITH 16 GAUGE MIN METAL
DOOR PANEL/FRAME
24"x24" RECESSED ACCESS
PANEL SERIES: KDW BY KARP
ASSOCIATES, INC. (OR
APPROVED EQUIVALENT) WITH
OPERATED HATCH CLOSER
NOTE: ACCESS HATCH TO BE COORDINATED WITH MECHANICAL
EQUIPMENT AND SHALL ALIGN WITH OTHER CEILING
COMPONENTS TO EXTENT POSSIBLE.
STRUCTURE
VERTICAL HANGING
WIRE
SPLAY WIRE SECURED TO
STRUCTURE, TYP
CROSS TEE
MAIN TEE
NOT TO SCALE
COMPRESSION BAR DETAIL
F
2" COLD ROLLED
STEEL CHANNELS AT
48" OC
NOT TO SCALE
ACCESS PANEL DETAIL
E
COMPRESSION BAR
SEE FLOOR PLANS FOR
WALL TYPES
SUSPENSION SYSTEM
HANGER WIRE
SEE RCP
FOR HEIGHT
SEE SPECS FOR TILE SIZE
AND PROFILE
15/16" SUSPENSION WALL ANGLE, OR
2" SUPPORT ANGLE IN SEISMIC ZONES
SUSPENSION SYSTEM
HANGER WIRE
15/16" SUSPENSION TEE
SEE SPECS FOR TILE SIZE
AND PROFILE
8" MAX
TO STRUCTURE
ABOVE
NOT TO SCALE
CEILING SUSPENSION DETAILS
A
SUSPENSION SYSTEM
HANGER WIRE
TO STRUCTURE
ABOVE
7/8" METAL FURRING
CHANNELS AT 16" OC
5/8" GYPSUM BOARD
WITH SMOOTH FINISH
SEAL JOINT BETWEEN WALL
AND GYPSUM BOARD CEILING
SEE FLOOR PLANS FOR
WALL TYPES
ADDITIONAL #12 GA. WIRES TO STRUCTURE FOR
LIGHT FIXTURE; SEE ASTM FOR
NUMBER OF WIRE REQUIREMENTS
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
SO
LIC
IT
AT
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N N
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FIL
E N
AM
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DW
N B
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CK
D B
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DA
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MA
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TIO
N
CO
NT
RA
CT
OR
N
O.:
SHEET
IDENTIFICATION
DA
TE
AP
PR
.
SHEET OF
®
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I:\COE-CHARLESTON.14254\50740.RESETS-REPAIR-M\DOCS\DWG\SHEETS\TN116\50740.TN116.A131.DWG
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1122
17
"-1
9"
34
"
INSULATE HOT
WATER AND
DRAIN PIPES WITH
UNDERLAVATORY
GUARD
12" 42"
19
"
33
"-3
6"
1'-6
"
39"-41"
FINISH FLOOR
3'-0
"
3'-0"
1'-6
"
19
"
17
"-1
9"
40
" M
AX
.
WH
EN
M
TD
.
OV
ER
L
AV
AT
OR
Y
BOTTOM OF
REFLECTIVE
SURFACE
WALL
WALL
℄ SINK & MIRROR
GB
TTD
GB
ADA TOILET
SIDE ELEVATION
ADA TOILET
FRONT ELEVATION
ADA LAVATORY W/ MIRROR
FRONT ELEVATION
GB
GB
TTD
GB
GB
UG
5"
5"
7-9"
SND
25
"- 3
0"
@ W
OM
EN
S
MR
1'-6"
3'-0
"
1/2" CEMENTITIOUS BACKER BOARD,
EACH SIDE
3-5/8" METAL STUDS @ 16" OC
WALL TILE, EACH SIDE
SOUND ATTENUATION BATTS;
FILL CAVITY
NON-RATED PARTITION W / TILE (BOTH SIDES)
EXTEND STUDS TO UNDERSIDE OF STRUCTURE
ABOVE; TILE SHALL EXTEND TO CEILING;
SEE TCNA # W244C-07
FURRING W/ TILE
EXTEND STUDS TO UNDERSIDE STRUCTURE;
EXTEND TILE TO CEILING;
SEE TCNA # W244C-07
3-5/8" METAL STUDS @ 16" OC
1/2"
CEMENTITIOUS BACKER
BOARD
WALL TILE
EXISTING WALL WITH TILE
EXTEND STUDS TO UNDERSIDE
OF STRUCTURE ABOVE.
1/2" CEMENTITIOUS BACKER BOARD
EXISTING STUD WALL
WALL TILE
EXISTING
TILE FLOOR;
SEE FINISH SCHEDULE
TILE BASE;
SEE FINISH SCHEDULE
PT 2X WOOD SLEEPERS
SET IN CONCRETE
PEDESTAL; ANCHOR EVERY
SECOND LOCKER TO PT 2X
SLEEPERS, TYP
EXISTING OR NEW WALL;
SEE FLOOR PLAN
6"
2"
EXISTING
OR NEW
LOCKER WIDTH
EXISTING OR NEW
LOCKER; SEE PLAN FOR
LOCKER DIMENSIONS
1"
WIDTH
BASED ON
LOCKER
SEALANT
ROUNDED BACK-UP WITH
NO BOND TO SEALANT
WATERPROOF MEMBRANE
REINFORCED
MORTAR BED
BOND COAT
CERAMIC TILE
DE
PT
H=
1/2
W
ID
TH
WIDTH = 4x
EXPECTED MOVEMENT
EXISTING
SLAB
COLD JOINT; APPLY EPOXY
BONDING AGENT TO EXISTING
SLAB TO ACCEPT NEW
CONCRETE
COMPRESSIBLE
BACKUP
REFER TO TCNA # EJ171-07,
"MOVEMENT JOINT
DESIGN ESSENTIALS"
LATRINE
ADJACENT
ROOM
EXISTING CONCRETE
SLAB
ADJACENT FINISH
ACCESSIBLE OR SLOPED
MARBLE THRESHOLD,
MAX 1/2" OFFSET FROM
EXISTING FINISH
1/2
"
MA
X
BOND COAT
FLEXIBLE SEALANT
BONDED WATERPROOF
MEMBRANE OVER CURB
CERAMIC TILE
THINSET OR THICKSET
REINFORCED MORTAR BED
REFER TO TCNA # TR611-07
SEALANT
ROUNDED BACK-UP WITH
NO BOND TO SEALANT
WATERPROOF MEMBRANE
CERAMIC TILE
DE
PT
H=
1/2
W
ID
TH
WIDTH = 4x
EXPECTED MOVEMENT
NEW
SLAB; SEE A-002
FOR SLAB
REPLACEMENT &
REMOVAL
NOTES
COLD JOINT; APPLY EPOXY
BONDING AGENT TO EXISTING
SLAB TO ACCEPT NEW
CONCRETE OR MEMBRANE
COMPRESSIBLE BACKUP
REINFORCED MORTAR BED
REFER TO TCNA # EJ171-07,
"MOVEMENT JOINT
DESIGN ESSENTIALS"
& WALL DETAILS
NEW CMU OR
STUD WALL;
SEE PLAN FOR
WALL TYPES &
SUBSTRATE
BOND COAT
MORTAR
BOND COAT
DEMO 2" WIDER
THAN WALL
DIMENSION
OVERHEAD BRACED
PARTITION
URINAL
PARTITION
OVERHEAD
BRACE
SOLID
PHENOLIC,
TYP.
SOLID
PHENOLIC,
TYP.
4'-1
0"
7'-0
"
1'-0
"
4'-0
"1
'-0
"
TUP TUP
44
"- 4
8"
SD
44
"- 4
8"
PTD
2
2' 0 2' 4'4'
1
1/4"=1'-0"
AMSA - FAC 00002
ENLARGED PLAN
0 1' 2' 3'1'2'3'
3
3/8"=1'-0"
ADA COMPLIANT MOUNTING HEIGHTS FOR TOILET ACCESSORIES
1
2
GB
GB
TTD
TTD SND
PTD
SD
PTD
SD
1
01' 1'6"
4
1"=1'-0"
WALL TYPES
2
MR
MR MR
NEW METAL LOCKERS ON
EXISTING BASE;
FILLER PANELS AS
REQUIRED
NEW METAL LOCKERS ON
CONC. BASE
2
3
PLAN
NORTH
0 1'4" 2"
7
1-1/2"=1'-0"
LOCKER BASE DETAIL
01' 1'6"
6
1"=1'-0"
TILE EXPANSION JOINT DETAIL
7
A-401
6
A-401
6
A-401
WOMEN
112
MEN
106
LOCKERS
107
0 1'4" 2"
8
1-1/2"=1'-0"
THRESHOLD DETAIL
01' 1'6"
5
1"=1'-0"
WALL EXPANSION JOINT DETAIL
8
A-401
5
A-401
FD
FD
MARBLE
THRESHOLD,
TYP
3
3
1 2 3 4
1 2 3 4
5
6
7
8
910111213141516
TOILET ACCESSORY LEGEND
GRAB BAR & VERTICAL GRAB BAR
SOAP DISPENSER
SANITARY NAPKIN DISPOSER
TOILET TISSUE DISPENSER
GB
SD
SND
TTD
MIRRORMR
TOILET/URINAL PARTITIONTUP
DENOTES FIXTURE CLEARANCE
PAPER TOWEL DISPENSERPTD
GENERAL NOTES
FLOOR DRAIN
FD
UNDERLAVATORY GUARDUG
2' 0 2' 4'4'
2
1/4"=1'-0"
AMSA - FAC 00002
ENLARGED
DIMENSIONED PLAN
1'-2"
F.V.
5'-1
1"
CL
R
5'-0
" C
LR
5'-0" CLR
5'-4
" C
LR
PLAN
NORTH
WOMEN
112
MEN
106
LOCKERS
107
1'-0
"
TUP
TUP
1'-3
"1
'-6
"1
'-6
"
2'-4" 2'-8" 1'-3"
5'-1" CLEAR
6
A-401
EJ
EJ
EJ
A L
I G
N
A L I G N
A. PATCH AND REPAIR FLOORS AND WALLS AS REQUIRED
TO RECEIVE NEW FINISHES, AND PROVIDE NEW
MORTAR BED FOR ALL TILE. SEE DEMOLITION PLANS
FOR EXTENT OF SLAB REPLACEMENT.
B. ALL WALLS WITHIN LATRINES NOT INDICATED WITH
WT-1 SHALL RECEIVE 6" TILE BASE (WT-1) UNO.
C. ALL TOILET ACCESSORIES SHALL BE REPLACED - SEE
SPECIFICATIONS AND ADA MOUNTING HEIGHTS.
D. PROVIDE UNDERLAVATORY GUARDS AT ALL SINKS
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
SO
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SHEET
IDENTIFICATION
DA
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AP
PR
.
SHEET OF
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I:\COE-CHARLESTON.14254\50740.RESETS-REPAIR-M\DOCS\DWG\SHEETS\TN116\50740.TN116.A401.DWG
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TYP
TYP
TUP
1222
12
3 4
H-1
2' 0 2' 4'4'
2
1/4"=1'-0"
ALUMINUM ENTRANCE & WINDOW ELEVATIONS
GENERAL NOTES
C
H-2
J-2B
S-2
7'-4
"
3'-4" 2'-2"
5'-4
"
5'-0
"
5'-0"
5'-0
"
5'-4"
4'-4
" F
V
5'-0" 5'-0" 4'-11"5'-2"
S-4
H-4A
J-4B
DBA
S-1
2'-0
"
2'-0
"
T
J-3
H-3
S-3
2'-0
"
DOOR & WINDOW ELEVATION LEGEND
DENOTES TEMPERED GLAZING
T
T
T
J-4ASIM
J-4C SIM
81'-1" FV
7'-2
"
3'-0"
114
2' 0 2' 4'4'
1
1/4"=1'-0"
DOOR ELEVATIONS
J-1C
FIXED ALUMINUM WINDOW,
IN EXISTING METAL PANELS
BOD = YKK YES 45 TU
FIXED ALUMINUM WINDOW,
IN EXISTING BRICK
BOD = YKK YES 45 TU
ALUMINUM STOREFRONT ENTRANCE,
IN EXISTING BRICK
BOD = YKK YES 45 TU
FIXED ALUMINUM WINDOW
OVER ALUMINUM PROJECTED AWNING WINDOW,
IN EXISTING BRICK & METAL PANELS ABOVE;
BOD = YKK YOW 350T;
PROVIDE INSECT SCREEN
HEAVY DUTY, MEDIUM STYLE,
FULL GLASS, ALUMINUM DOOR
BOD = YKK 20D
NOTE:
AT HIGH BAY PROJECTED AWNINGS, PROVIDE
MANUFACTURER STANDARD OR COMPLEMENTARY
SURFACE MOUNTED MECHANICAL OPERATING DEVICE
FOR EACH OPERABLE WINDOW (ONE PER JAMB).
1'-7" FV
2'-2"
J-4CJ-4A
J-4C SIM
10
'-0
" F
V
J-2A J-3
H-4B
ADJACENT BRICK
METAL PANELS
ADJACENT BRICK
ADJACENT BRICK
PROJECTED AWNING
J-1A
J-1B
5'-4" 5'-4" 5'-4" 5'-5" 5'-6" 5'-4" 5'-4" 5'-4" 5'-6" 5'-6" 5'-4" 5'-4" 5'-4" 5'-6" 5'-8"
4" 4" 4"
5'-0"
8"
5'-0"
4"
5'-0"
4"
5'-0"
4"
5'-0"
4"
5'-0"
8"
5'-0"
4"
5'-4"
8"
5'-0"
4"
5'-0"
4"
5'-0"
4"
REMOVE & REINSTALL
DOWNSPOUT AS REQUIRED FOR
INSTALLATION OF WINDOWS, TYP
ROOF GUTTER
METAL PANELS @ HEADBRICK @ HEAD
EXISTING BRICK
CONTROL JOINT
TO REMAIN, TYP;
PROVIDE NEW SEALANT TO
MATCH EXISTING AS
REQUIRED
REMOVE & REINSTALL
DOWNSPOUT AS REQUIRED FOR
INSTALLATION OF WINDOWS, TYP
BRICK ROWLOCK
PROVIDE CONTINUOUS SILL
FLASHING & 2-PART THROUGH
WALL FLASHING 8" BELOW
SILL; PROVIDE NEW 8" FACE
BRICK AND MORTAR TO
MATCH EXISTING; PROVIDE
WEEPS AT 16" O.C.
LINE OF METAL PANEL
BULKHEAD; FLASHING DROPS
BELOW WINDOW HEAD - SEE
DEMOLITION PHOTOS
EXISTING BRICK
CONTROL JOINT
TO REMAIN, TYP;
PROVIDE NEW SEALANT TO
MATCH EXISTING AS
REQUIRED
H-1 DENOTES CALLOUT FOR HEAD, JAMB, OR SILL DETAIL
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
SO
LIC
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AT
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N N
O.:
FIL
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DW
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CK
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DE
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1
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2 3
C
4 5
A
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RK
AP
PR
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DA
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FIL
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BE
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SIZ
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SU
BM
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PL
OT
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CA
LE
:P
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AT
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DA
TE
MA
RK
DE
SC
RIP
TIO
N
CO
NT
RA
CT
OR
N
O.:
SHEET
IDENTIFICATION
DA
TE
AP
PR
.
SHEET OF
®
US Army Corps
of Engineers
I:\COE-CHARLESTON.14254\50740.RESETS-REPAIR-M\DOCS\DWG\SHEETS\TN116\50740.TN116.A501.DWG
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A. SEE SPECIFICATIONS FOR ALL RELATED WORK INCLUDING, BUT NOT LIMITED TO,
STEEL FABRICATIONS, ROUGH CARPENTRY, FINISH CARPENTRY, SOLID SURFACING,
FLASHING & SHEET METAL, JOINT SEALANTS, DOOR HARDWARE, GLAZING, GYPSUM
BOARD, PAINTS & COATING, ETC.
B. PROTECT ALL EXISTING ADJACENT CONSTRUCTION MATERIALS AROUND OPENING.
IF ANY MATERIAL IS DAMAGED DURING DEMOLITION, PATCH AND REPAIR AS
REQUIRED TO MATCH EXISTING CONDITIONS.
C. ALL MASONRY ROUGH OPENINGS VARY IN SIZE, AND OPENING DIMENSIONS
INDICATED ARE NOMINAL. CONTRACTOR SHALL FIELD MEASURE EACH AND EVERY
EXISTING OPENING AFTER DEMOLITION TO CONFIRM SIZES INDICATED, PRIOR TO
SHOP DRAWINGS AND FABRICATION.
D. AT ALL EXISTING WINDOW OPENINGS WITH EXPOSED STEEL, SUCH AS LINTELS OR
HEAD PLATES, STRIP EXISTING PAINT AFTER WINDOW DEMOLITION. PROVIDE
PRIMER AND EXTERIOR RUST PROHIBITING WATER-BASED SEMI-GLOSS ENAMEL
PAINT TO MATCH EXISTING COLOR, UNO.
E. SEE FINISH SCHEDULE LEGEND FOR INTERIOR ROOM FINISHES, SOLID SURFACE
SILLS, AND PAINTS. ALL EXTERIOR PAINTS SHALL MATCH EXISTING SURFACES. ALL
INTERIOR PAINTS SHALL MATCH ADJACENT INTERIOR FINISHES, UNO. ALL
SEALANTS AT WINDOW FRAME AND FLASHING SHALL MATCH WINDOW. ALL
SEALANTS AT INTERIOR FINISHES OR WALLS SHALL MATCH ADJACENT FINISHES.
ALL REPLACEMENT MORTAR SHALL MATCH EXISTING MORTAR.
F. CONTRACTOR SHALL COORDINATE ALL DOOR HARDWARE WITH EXISTING
ELECTRICAL, SECURITY, ACCESS CONTROL, ETC. AS REQUIRED.
G. ALL STOREFRONT ENTRANCES & ALUMINUM WINDOWS SHALL BE BY THE SAME
MANUFACTURER TO THE EXTENT POSSIBLE. ALL ALUMINUM WINDOW SYSTEMS
SHALL BE PRE-FINISHED ARCHITECTURAL CLASS II, A32 INTEGRAL COLOR
ANODIZED, COLOR "MEDIUM BRONZE". ALL ALUMINUM PAN FLASHING SHALL MATCH
WINDOW FINISH.
H. FOR ALUMINUM WINDOWS:
1. SEE SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS, PERFORMANCE DATA, AND
PRODUCT DATA.
2. AT A MINIMUM, PROVIDE SHOP DRAWINGS THAT INDICATE ELEVATIONS OF
WINDOWS, FULL-SIZE SECTIONS, THICKNESS AND GAGES OF METAL, FASTENINGS,
PROPOSED METHOD OF ANCHORING, SIZE AND SPACING OF ANCHORS, DETAILS
OF CONSTRUCTION, METHOD OF GLAZING, DETAILS OF OPERATING HARDWARE,
MULLION DETAILS, METHOD AND MATERIALS FOR WEATHERSTRIPPING,METHOD
OF ATTACHING SCREENS, MATERIAL AND METHOD OF ATTACHING
SUBFRAMES,STOOLS, CASINGS, SILLS, TRIM,WINDOW CLEANER ANCHORS,
INSTALLATION DETAILS, AND OTHER RELATED ITEMS WHICH MAY NOT BE DRAWN
3. DESIGN WINDOW COMPONENTS, INCLUDING MULLIONS, HARDWARE, AND
ANCHORS, TO WITHSTAND A WIND-LOADING DESIGN PRESSURE OF AT LEAST 50
POUNDS PER SQUARE FOOT (PSF).
4. WINDOWS, AND GLAZING, SHALL HAVE SOLAR HEAT GAIN COEFFICIENT (SHGC)
MAXIMUM OF 0.25 AND A U-FACTOR MAXIMUM OF 0.46.
5. PROVIDE PRIME WINDOWS THAT COMPLY WITH AAMA/WDMA/CSA 101/I.S.2/A440
AND THE REQUIREMENTS SPECIFIED HEREIN.
6. AWNINGS SHALL BE TYPE AP-CW30.
7. FIXED WINDOWS SHALL BE TYPE F-CW30.
8. FABRICATION OF WINDOW UNITS MUST COMPLY WITH AAMA/WDMA/CSA
101/I.S.2/A440. PROVIDE FOR VENTILATING SECTIONS OF ALL WINDOWS,
WEATHERSTRIPPING, CONTINUOUS DRIPS OVER HEADS OF TOP VENTILATORS,
MULLIONS WITH A THERMAL BREAK, MULLION COVERS, HARDWARE, FASTENINGS,
ANCHORING DEVICES FOR WINDOW AND ALL SUBPARTS, GLAZING BEADS,
EXTRUSION PROFILES AT MULLION COVERS AS INDICATED, ONE VENT SCREEN
PER OPERABLE SASH, SPECIAL OPERATORS AS INDICATED, AND MECHANICAL
OPERATORS AS INDICATED
1322
ALUMINUM STOREFRONT
SYSTEM
ALUMINUM STOREFRONT
DOOR
EXISTING EXT GWB CEILING;
PATCH AS REQD FROM DEMO
EACH SIDE
EXISTING MASONRY
(S-1) - THRESHOLD
ALUMINUM STOREFRONT
DOOR
MAX 1/2" ADA THRESHOLD SET
IN CONTINUOUS SEALANT
EXISTING CONCRETE SLAB
(J-1B) - JAMB
(H-1) - HEAD
ALUMINUM STOREFRONT
HEAD
DOOR THRESHOLD
DUAL SEAL WITH BACKER ROD
& SEALANT
1/2
" M
AX
DUAL SEAL WITH BACKER ROD
& SEALANT
CONTINUOUS SEALANT
(J-1C) - JAMB(J-1A) - JAMB
REPAIR ANY DAMAGED
FLOORING TO MATCH
EXISTING
SOLID SURFACE SILL
1"
(S-2) - SILL
CONTINUOUS SEALANT
1/2"
10" FV
4 1/2"
METAL PANEL
ALUMINUM SILL PAN WITH 2"
BACK & END DAM DAM SET IN
BED OF MASTIC; SLOPE TO DRAIN
WITH MIN 1/2" HEMMED DRIP
ALUMINUM WINDOW
10
" F
V
1/2
"4
1
/2
"
ALUMINUM WINDOW
EXISTING METAL PANEL
SOLID SURFACE SILL,
BELOW
EDGE OF METAL PANEL
COMPRESSIBLE GASKET
BEYOND
12
" F
V
SILL PAN, BELOW
EXISTING METAL PANEL
EXISTING 4" CMU
EXISTING STEEL PLATE;
PAINT TO MATCH
EXISTING ADJACENT
WALLS;
SEE GENERAL NOTES
(J-2B) - JAMB
(H-2) - HEAD
DUAL SEAL WITH BACKER
ROD & SEALANT
DUAL SEAL WITH BACKER ROD
& SEALANT
DUAL SEAL WITH BACKER ROD
& SEALANT BELOW EXISTING
HEAD FLASHING
CONTINUOUS SEALANT
CONTINUOUS SEALANT
EXISTING METAL PANEL BASE/
HEAD FLASHING; DO NOT
REMOVE
WINDOW MANUFACTURER
SETTING PAN WITH WEEPS
& THERMAL BREAK SET IN
SITE-BUILT SILL PAN
EDGE OF METAL PANEL
FLASHING BEYOND
ENTIRE JAMB IS WRAPPED
WITH METAL PANEL
COMPRESSIBLE GASKET /
FLASHING; PROVIDE
CONTNUOUS SEALANT
WHERE SILL PAN MEETS
FLASHING; TOUCH UP PAINT
FLASHING AS REQD
EXISTING BRICK, BEYOND
(J-2A) - JAMB
#
1. COPPER STEP FLASHING SET IN BRICK WITH LEAD WEDGE; PROVIDE SEALANT
TO BRICK AT VERTICAL EDGES; LEAVE BOTTOM OPEN.
2. COPPER FLASHING WITH 6" MIN VERTICAL LEG AND 1/2" HEMMED DRIP; SOLDER
TO STEP FLASHING AT VERTICAL AND HORIZONTAL EDGES TO MAKE
WATERTIGHT.
3. LAP SELF-ADHERING FLEXIBLE FLASHING OVER COPPER FLASHING BELOW.
4. SET ALUMINUM SILL PAN WITH 1" END AND BACK DAM IN MASTIC.
5. LAP SELF-ADHERING FLEXIBLE FLASHING OVER SILL PAN AND 2" OF COPPER
STEP FLASHING; DO NOT WRAP EXPOSED STEP FLASHING ENTIRELY AT JAMB.
DETAIL KEY NOTES
1
3
5
4
2
#
1. EXISTING STEEL "TEE COLUMN" AND PT 2X BLOCKING; DETAIL
SIMILAR FOR EXISTING W-SHAPE COLUMNS.
2. COPPER FLASHING WITH 6" MIN VERTICAL LEG AND 1/2"
HEMMED DRIP.
3. WRAP EXISTING "TEE COLUMN" AND BLOCKING AT JAMB WITH
SELF-ADHERING FLEXIBLE FLASHING AND LAP OVER COPPER
FLASHING BELOW.
4. COPPER COLUMN FLASHING "BOOT" WITH 3" MIN VERTICAL LEG;
SOLDER DAM TO PAN OR PROVIDE SOLDERED ONE-PIECE TO
ACHIEVE PROFILE.
5. SEALANT BED TO RECEIVE LAPPED SILL PAN.
6. SET ALUMINUM SILL PAN WITH 1" MIN END AND BACK DAM IN
MASTIC. ENSURE FULL SEALANT BED AT ALL LAPS.
7. LAP SELF-ADHERED FLEXIBLE FLASHING OVER SILL PAN END
DAM AND COLUMN FLASHING.
DETAIL KEY NOTES
1
2
4
5
6
7
3
EXISTING BRICK
EXISTING BRICK,
BEYOND
SOLID SURFACE SILL
1"
CONTINUOUS SEALANT
3 1/2" 4 1/2"
ALUMINUM SILL PAN WITH 2"
BACK & END DAM DAM SET IN
BED OF MASTIC; SLOPE TO DRAIN
WITH MIN 1/2" HEMMED DRIP
ALUMINUM WINDOW
DUAL SEAL WITH BACKER ROD
& SEALANT
WINDOW MANUFACTURER
SETTING PAN WITH WEEPS
& THERMAL BREAK SET IN
SITE-BUILT SILL PAN
EXISTING BRICK
ROWLOCK
ALUMINUM WINDOW
12
" F
V
(J-3) - JAMB
EXISTING BRICK
(H-3) - HEAD
DUAL SEAL WITH BACKER ROD
& SEALANT
EXISTING STEEL ANGLE;
PAINT TO MATCH ADJACENT
EXTERIOR FINISHES;
SEE GENERAL NOTES
EXISTING 8" CMU
CONTINUOUS SEALANT
SOLID SURFACE SILL,
BELOW
EXISTING STEEL ANGLE;
PAINT TO MATCH
EXISTING ADJACENT
WALLS;
SEE GENERAL NOTES
SILL PAN, BELOW
0 3" 6"2" 1"
1
3"=1'-0"
HEAD/JAMB/SILL DETAILS
0 3" 6"2" 1"
2
3"=1'-0"
HEAD/JAMB/SILL DETAILS
NOT TO SCALE
FLASHING ISOMETRIC DETAIL
4
NOT TO SCALE
FLASHING ISOMETRIC DETAIL
5
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
SO
LIC
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AT
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N N
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FIL
E N
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DW
N B
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4 5
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DE
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TIO
N
CO
NT
RA
CT
OR
N
O.:
SHEET
IDENTIFICATION
DA
TE
AP
PR
.
SHEET OF
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US Army Corps
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I:\COE-CHARLESTON.14254\50740.RESETS-REPAIR-M\DOCS\DWG\SHEETS\TN116\50740.TN116.A502.DWG
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0 3" 6"2" 1"
3
3"=1'-0"
HEAD/JAMB/SILL DETAILS
1422
(S-4) - SILL
12" FV
EXISTING BRICK;
DEMO 8" BELOW SILL TO ALLOW
FOR NEW THROUGH WALL
FLASHING AND BRICK ROWLOCK
ALUMINUM SILL PAN WITH 1"
BACK & END DAM DAM SET IN
BED OF MASTIC; SLOPE TO DRAIN
WITH MIN 1/2" HEMMED DRIP
ALUMINUM WINDOW
3 1
/2
"5
1
/2
"
EXISTING BRICK
NEW COPPER STEP FLASHING
SET IN EXISTING BRICK WITH
LEAD WEDGE; SOLDER STEP
FLASHING TO CONTINUOUS
THROUGH WALL FLASHING
VERTICALLY AT BOTH END
DAMS PRIOR TO NEW BRICK
ROWLOCK; EXTEND STEP
FLASHING 8" MIN
HORIZONTALLY FROM JAMB
12
" F
V
SILL PAN, BELOW
EXISTING FACE OF CMU &
CMU ABOVE
(J-4B) - JAMB
(H-4A) - HEAD
DUAL SEAL WITH BACKER ROD
& SEALANT
DUAL SEAL WITH BACKER ROD
& SEALANT
CONTINUOUS SEALANT
4 1
/2
" F
V
1'-0
"
3 1
/2
"3
1
/2
"2
"
4 1
/2
" F
V6
" F
V
3 1/2" 3 1/2" 2"
EXISTING STEEL PLATE; PAINT
TO MATCH EXISTING; SEE
GENERAL NOTES
(J-4A) - JAMB
FIXED SASH
(J-4C) - JAMB
ALUMINUM WINDOW
CONTINUOUS SEALANT
AROUND SILL PAN AND
FRAME; MATCH WINDOW
COLOR
WINDOW MANUFACTURER
SETTING PAN / FRAME WITH
THERMAL BREAK SET IN
SITE-BUILT SILL PAN
LINE OF METAL PANELS
OVER SOME WINDOWS
WINDOW FRAME TRIM KIT
PROJECTED AWNING SASH
(H-4B) - HEAD
/ MEETING RAIL
PREMANUFACTURED 1" DEEP
EXTRUSION COVER PLATE TO
MATCH WINDOWS; TYP AT
BOTH MULLION TYPES
EXISTING STEEL
COLUMN
EXISTING 5"x3" "TEE COLUMN",
EACH JAMB
EXISTING 6"x6" STEEL PLATE
FOR "T" COLUMN
CONTINUOUS TWO PIECE
THROUGH WALL FLASHING; LAP
FLEXIBLE FLASHING OVER METAL
FLASHING WITH MIN 6" VERTICAL
LEG & 1/2" HEMMED DRIP
ROWLOCK AND ONE COURSE TO
MATCH EXISTING FACE BRICK AND
MORTAR WITH WEEPS @ 16' OC
8" MIN
COPPER FLASHING ABOVE;
SOLDER AT VERTICAL EDGE
SEALANT AT ALL LAPS IN SILL
FLASHING
LEAD WEDGE &
SEALANT SET IN BRICK
EXISTING 5"x3"
"TEE COLUMN", EACH JAMB
1"
8"
4"
FL
AS
HIN
G R
ET
UR
N
6"
NOTE:
INSECT SCREEN NOT SHOWN
FOR CLARITY.
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
SO
LIC
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AT
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N N
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FIL
E N
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DW
N B
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CK
D B
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1
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4 5
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DA
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RK
DE
SC
RIP
TIO
N
CO
NT
RA
CT
OR
N
O.:
SHEET
IDENTIFICATION
DA
TE
AP
PR
.
SHEET OF
®
US Army Corps
of Engineers
I:\COE-CHARLESTON.14254\50740.RESETS-REPAIR-M\DOCS\DWG\SHEETS\TN116\50740.TN116.A503.DWG
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0 3" 6"2" 1"
1
3"=1'-0"
HEAD/JAMB/SILL DETAILS
1522
#
1. REMOVE EXISTING FLUSH VALVE WATER CLOSET. CAP WASTE CONNECTION BELOW
FLOOR. REMOVE EXISTING WATER SUPPLY BACK TO ABOVE THE CEILING, BACK TO
THE MAIN SUPPLY. REMOVE FIXTURE VENT PIPING BACK TO ABOVE THE CEILING
AND TEMPORARILY CAP FOR FUTURE CONNECTION.
2. REMOVE EXISTING WALL MOUNTED LAVATORY AND ASSOCIATED TRIM. REMOVE
EXISTING HOT AND COLD WATER BACK TO MAIN SUPPLIES ABOVE CEILING. REMOVE
FIXTURE WASTE TO BELOW FLOOR AND CAP WASTE CONNECTION. REMOVE
FIXTURE VENT PIPING BACK TO MAIN VENT PIPING ABOVE THE CEILING AND CAP.
3. REMOVE EXISTING WALL MOUNTED LAVATORY AND ASSOCIATED TRIM. EXISTING
HOT & COLD WATER SUPPLY STUB-OUTS AND EXISTING WASTE/VENT CONNECTION
STUB-OUT TO REMAIN FOR FUTURE CONNECTION TO NEW FIXTURE.
4. REMOVE EXISTING WALL MOUNTED URINAL AND ASSOCIATED TRIM. EXISTING
WATER SUPPLY STUB-OUT AND EXISTING WASTE/VENT CONNECTION STUB-OUT TO
REMAIN FOR FUTURE CONNECTION TO NEW FIXTURE.
5. REMOVE EXISTING FLOOR DRAIN. TEMPORARILY CAP WASTE CONNECTION FOR
NEW FLOOR DRAIN CONNECTION. CAP TRAP PRIMER PIPING BELOW FLOOR.
6. REMOVE EXISTING HOSE BIBB. REMOVE WATER SUPPLY BACK TO ABOVE CEILING
AND CAP.
7. CONNECT 1-1/2"C TO EXISTING COLD WATER SUPPLY MAIN ABOVE CEILING. FIELD
VERIFY LOCATION OF EXISTING COLD WATER SUPPLY MAIN ABOVE CEILING PRIOR
TO BEGINNING WORK.
8. CONNECT 1/2"H TO EXISTING HOT WATER SUPPLY MAIN ABOVE CEILING. FIELD
VERIFY LOCATION OF EXISTING HOT WATER SUPPLY MAIN ABOVE CEILING PRIOR
TO BEGINNING WORK.
9. CONNECT NEW LAVATORY P3 TO EXISTING HOT & COLD WATER SUPPLIES AND
WASTE/VENT CONNECTION IN WALL.
10. CONNECT NEW URINAL P2 TO EXISTING COLD WATER SUPPLY AND WASTE/VENT
CONNECTION IN WALL.
11. CONNECT FLOOR DRAIN - FD TO EXISTING 3" WASTE CONNECTION IN FLOOR.
12. CONNECT 3"W TO EXISTING 4"W. FIELD VERIFY LOCATION OF EXISTING WASTE
PIPING PRIOR TO BEGINNING WORK.
13. CONNECT 2"V TO EXISTING 4"VTR. FIELD VERIFY LOCATION OF EXISTING VENT
PIPING PRIOR TO BEGINNING WORK.
PLUMBING KEY NOTES
WOMEN
112
PLAN
NORTH
2' 0 2' 4'4'
1
1/4"=1'-0"
AMSA - FAC 00002
PLUMBING DEMOLITION PLAN
PLAN
NORTH
2' 0 2' 4'4'
2
1/4"=1'-0"
AMSA - FAC 00002
HOT & COLD WATER PIPING PLAN
PLAN
NORTH
2' 0 2' 4'4'
3
1/4"=1'-0"
AMSA - FAC 00002
WASTE & VENT PIPING PLAN
MEN
106
LOCKERS
107
WOMEN
112
MEN
106
LOCKERS
107
WOMEN
112
MEN
106
LOCKERS
107
1
11
2
3
3
4
5
5
P1
P1
P2
P3P3
P3
P1
P1
FD
FD
P2
P3P3
P3
6
6
7
8
1-1/2"C
1-1/2"C
1-1/4"C
1/2"C
1/2"H
9 9 9 9
10 10
EXT'G 4"W
EXT'G 4"VTR
1-1/2"V
3"W
3"W
2"V
2"V
11
11
12
13
EXT'G 1"H
EXT'G 2"C
ITEM
P1
P3
P2
MOUNTING HEIGHT / REMARKS
17" RIM HT. / WALL HUNG / BATTERY, 0.125 GPF
18" RIM HT. / FLOOR MTD., BATTERY DUAL FLUSH VALVE
34" RIM HT. / WALL HUNG / BATTERY POWERED
FIXTURE SCHEDULE
DESCRIPTION
SENSOR URINAL - HDC'P
SENSOR LAVATORY - HDC'P
SENSOR WATER CLOSET - HDC'P
1/2"
---
---
HOT
WATER
1/2"
1-1/4"
3/4"
1-1/4"
3"
2"
COLD
WATER
WASTE
1-1/2"
1-1/2"
2"
VENT
(ABOVE FLOOR)
TRAP
PROVIDE TRAP GUARD
DRAIN INSERT
FLOOR DRAIN (FD)
NOT TO SCALE
4
A. PROVIDE ALL MATERIALS AND LABOR NECESSARY FOR A COMPLETE PLUMBING
SYSTEM. WARRANTY ALL WORK AND MATERIAL FOR A PERIOD OF AT LEAST ONE
YEAR AFTER ACCEPTANCE BY OWNER.
B. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS
OF: INTERNATIONAL PLUMBING CODE, 2009 EDITION.
ANSI
UNDERWRITERS LABORATORIES (UL)
C. DO NOT SCALE DRAWINGS. OBTAIN ROUGH-IN DIMENSIONS FROM ARCHITECTURAL
DRAWINGS OR FROM MANUFACTURERS PRINTED INSTRUCTIONS AND
RECOMMENDATIONS ONLY. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS
OF ALL EQUIPMENT, CONNECTIONS AND LINES WITH THE OWNER PRIOR TO
INSTALLATION OF ANY PIPING.
D. ALL EXT'G UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. VERIFY EXACT
LOCATIONS AND INVERT ELEVATION IN FIELD BEFORE BEGINNING WORK.
E. COORDINATE PLUMBING SYSTEMS WITH ALL TRADES TO AVOID INTERFERENCE
AND CONFLICTS PRIOR TO INSTALLATION OF PIPING, FIXTURES, AND EQUIPMENT.
F. COORDINATE WITH AND OBTAIN PERMITS AND INSPECTIONS FROM AUTHORITY
HAVING JURISDICTION.
G. PROVIDE OWNER WITH CERTIFICATES OF FINAL INSPECTION FROM AUTHORITY
HAVING JURISDICTION.
H. WHENEVER THE WORD "PROVIDE" IS USED, IT SHALL MEAN FURNISH AND INSTALL
COMPLETE AND READY FOR USE.
I. UNLESS OTHERWISE SHOWN OR NOTED, ALL PIPING SHALL BE RUN CONCEALED IN
WALLS, CHASES AND/OR ABOVE CEILINGS.
J. ALL SUSPENDED PIPING SHALL BE SUPPORTED FROM FLOOR AND/ OR ROOF
STRUCTURAL MEMBERS. IN NO CASE SHALL PIPING BE SUSPENDED FROM FLOOR
OR ROOF DECK.
K. WHERE PIPES PENETRATE FIRE RATED ASSEMBLIES, SEAL OPENING AROUND PIPES
WITH U.L. LISTED FIRE STOPPING MATERIAL TO MAINTAIN THE FIRE RATING OF THE
ASSEMBLY.
L. PROVIDE ALL VENT PENETRATIONS WHERE INDICATED ON FLOOR PLANS. COLLECT
ALL VENTS ABOVE CEILING WHERE SHOWN.
PLUMBING GENERAL NOTES:
PLUMBING SYMBOLS & LEGEND:
TYP
EXT'G
B/F
A/C
FD
VTR
FCO
WCO
BV
FD
FCO
TYPICAL
ABOVE CEILING
BELOW FLOOR
CONNECT TO EXISTING
EXISTING
BALL VALVE
FLOOR DRAIN
VENT THRU ROOF
WALL CLEAN OUT
FLOOR CLEANOUT
ABBREVIATION
C
H
V
W
SYMBOL
SOIL AND WASTE PIPING
VENT PIPING
DESCRIPTION
COLD WATER PIPING
HOT WATER PIPING
P
P
P
P
P
P
P
P P P P P P
NOTES:
ALL SUPPLY AND WASTE LINES SHALL BE CONCEALED IN ADJACENT WALL, FLOOR AND CEILING, UNLESS NOTED
OTHERWISE. PROVIDE TYPE "AA" WATER HAMMER ARRESTORS AT EACH FIXTURE, UNLESS NOTED OTHERWISE.
SLOPED
FLOOR
SLAB
5" STRAINER SET
FLUSH WITH FLOOR
PROVIDE SQUARE TOP
FOR TILE FLOORS
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
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1622
