criminal justice center - admin.elpasoco.com
TRANSCRIPT
CRIMINAL JUSTICE CENTERLOBBY AND LOCKER ROOM RENOVATION (COVID-19 CARES ACT)
2739 E. LAS VEGAS ST,
COLORADO SPRINGS, CO 80906
100% CONSTRUCTION DOCUMENTS
07/15/2020
INDEX OF DRAWINGSVICINITY MAP
SITE
FO
UN
TA
IN C
RE
EK
SAND CREEK
SAND CREEK
INTE
RSTA
TE - 25CANAM HW
Y
E. LA
S V
EG
AS
ST
E. LA
S V
EG
AS
ST
EL POMAR YOUTH SPORTS PARK
SPRING CREEK YOUTH SERVICES CENTER
JAN
ITE
LL R
D
DELTA DR
© D
LR
Gro
up
REVISIONS
7/1
5/2
020
1:4
8:4
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.rvt
37-20111-01
07/15/2020
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100%CONSTRUCTIONDOCUMENTS
COVER SHEET
G0.0
2739 E
. LA
S V
EG
AS
ST
,C
OLO
RA
DO
SP
RIN
GS
, C
O 8
0906
LO
BB
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LO
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OM
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VA
TIO
N.ARCHITECTURAL.
ADA1.1 DEMOLITION FLOOR PLAN
ADA3.1 DEMOLITION REFLECTED CEILING PLAN
A0.0 WALL TYPES
A1.1 FLOOR PLAN
A2.1 LARGE SCALE PLANS
A3.1 REFLECTED CEILING PLAN
A9.1 DOOR AND FRAME SCHEDULE
A10.1 GENERAL BUILDING DETAILS
A11.1 INTERIOR ELEVATIONS
A11.2 INTERIOR ELEVATIONS
A13.0 INTERIOR SCHEDULES
A13.1 INTERIOR FINISH PLAN
.GENERAL.
G0.0 COVER SHEET
G0.1 SYMBOLS AND ABBREVIATIONS
CP1.1 PARTIAL CODE PLAN
.MECHANICAL.
M0.0 MECHANICAL LEGEND
M0.1 MECHANICAL SPECIFICATIONS
M1.1 MECHANICAL FLOOR PLAN
.PLUMBING.
P0.0 PLUMBING LEGEND
P0.1 PLUMBING SPECIFICATIONS
P1.1 PLUMBING FLOOR PLAN
P6.1 PLUMBING SCHEDULES
.ELECTRICAL.
E0.1 ELECTRICAL LEGEND
E1.2 ELECTRICAL SPECIFICATIONS
ED1.1 ELECTRICAL DEMOLITION PLAN
ED1.2 LIGHTING DEMOLOTION PLAN
E1.1 ELECTRICAL PLAN
E2.1 LIGHTING PLAN
E6.1 ELECTRICAL ONE-LINE DIAGRAM
E6.2 ELECTRICAL SCHEDULES
NORTH
E0.E0.
P0.1
.2
M0.1
.2
GENERAL SYMBOLS
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SIM
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?
???
??E
ast
XX/ A11.X
1
?
ROOM NAME
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Program Area4.100?
1t
?
DESCRIPTION
DETAIL NUMBER
SHEET NUMBER
CROSS REFERENCE
WALL SECTION
SIMILAR OR TYPICALREFERENCE
DETAIL REFERENCE
BUILDING SECTION
BUILDING ELEVATIONINTERIOR ELEVATION
CASEWORK ELEVATION
KEYNOTE
COLUMN GRID LINE
ROOM NUMBER/NAME
DOOR NUMBER /INTERIOR WINDOW
EXTERIOR WINDOW NUMBER
WALL TYPE
REVISION NUMBER
EARTH
GRAVEL
SAND
CONCRETE
PRECAST CONCRETE
STEEL
GYM FLOOR
WOOD (CONTINUOUS BLOCKING)
WOOD (NON-CONTINUOUS BLOCKING)WOOD (TRIM/FINISH)
GLASS
STONE
SHINGLES
CONCRETE MASONRY UNIT
BRICK VENEER
STEEL (LARGE SCALE)
PLYWOOD (LARGE SCALE)
GYPSUM WALL BOARD
BATT INSULATION
RIGID INSULATION
SPRAY FOAM INSULATION
FIRE SAFING INSULATION
PROTECTION BOARD
CARPET (LARGE SCALE)
ACOUSTIC TILE (LARGE SCALE)
TILE (LARGE SCALE)
? ?
PROPERTY LINE
LOT LINE
EASMENT LINE
BUILDING LINE, EXISTING
BUILDING LINE, NEW W/DOOROPENING AND STRUCTURAL STOOP
PRIMARY CONTOUR, EXISTING
PRIMARY CONTOUR, NEW
SECONDARY CONTOUR, EXISTING
SECONDARY CONTOUR, NEW
SLOPE, PAVEMENT
DRAINAGE DITCH OR SWALE
STREET CENTERLINE
CURB, THICKENED EDGE
CURB, EXISTING
CURB, NEW
PAVING CONTRACTION JOINT
PAVING KEYED CONSTRUCTION JOINT
PAVING TIED CONSTRUCTION JOINT
PAVING EXPANSION JOINT
FENCE, SECURITY
FENCE, BARBED WIRE
FENCE, CHAIN LINK
FENCE, WOOD
SEED LIMIT
SOD LIMIT
STORM DRAIN
SUBDRAIN
SUBDRAIN, PERFORATED
SANITARY SEWER
FORCE MAIN
WATER
FIRE
GAS
HIGH PRESSURE STEAM
MEDIUM PRESSURE STEAM
LOW PRESSURE STEAM
UNDERGROUND ELEC/TELEPHONE
OVERHEAD POWER
LAWN SPRINKLER HOT LINE
LAWN SPRINKLER LATERAL
100
100
99
99
1% SLOPEDOWN
KCJ
KCT
EJ
xx xx xx xx
x x x x
SD
S
FM
W
F
G
HPS
MPS
LPS
UGE/UGT
OHP
HOT
LAT
AREA INLET
CURB INLET
MANHOLE
OBSERVATION RISER
HEAD WALL
FLARED END
CLEAN OUT
CAP
THRUST BLOCK
VALVE
POST INDICATOR VALVE
REDUCER
MAGNESIUM ANODE
DIELECTRIC COUPLING
CATHODIC TEST STATION
FIRE HYDRANT
POWER POLE
LIGHT POLE
TELEPHONE MANHOLE
TELEPHONE BOX
SPRINKLER HEAD, 360°
SPRINKLER HEAD, 270°
SPRINKLER HEAD, 180°
SPRINKLER HEAD, 90°
QUICK COUPLING
TREE, EXISTING DECIDUOUS
TREE, EXISTING CONIFER
SHADE TREE
ORNAMENTAL TREE
DECIDUOUS TREE
SHRUB
CLIPPED SHRUB
X'
X"
QC
FH
A
PIV
CO
OR
SITE SYMBOLS
GENERAL NOTES
A. GENERAL NOTES APPLY TO ALL SHEETS.B. DIMENSIONS ARE ACTUAL AND ARE TO FACE OF STUDS, FACE
OF CONCRETE WALLS, FACE OF CMU WALLS, FACE OF FRAMES, OR CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE.
C. SEE SHEET A0.0 FOR WALL TYPES. D. ALL INTERIOR STUD WALLS SHALL EXTEND TO UNDERSIDE OF
FLOOR OR ROOF DECK ABOVE UNLESS NOTED OTHERWISE. SEE REFLECTED CEILING PLAN NOTES.
E. PROVISIONS SHALL BE MADE AT ALL FULL HEIGHT NON-BEARING WALLS FOR 1-INCH VERTICAL MOVEMENT OF THE BUILDING STRUCTURE WITHOUT TRANSFER OF COMPRESSIVE LOADS TO WALL. FILL IRREGULARITIES BETWEEN TOP OF WALL AND DECK ABOVE WITH FIRE SAFING INSULATION OR FIRE STOPPING MATERIALS AS REQUIRED TO MEET FIRE RATING OF RESPECTIVE WALLS. SEE DETAILS 53/A0.0
F. ALL PENETRATIONS THROUGH WALLS SHALL BE SEALED WITH THRU-WALL FIRE STOPPING MATERIAL AS REQUIRED TO ACHIEVE THE RESPECTIVE FIRE-RESISTIVE RATING AND SMOKE STOPPAGE. SEE SPECIFICATION SECTION 078413.
G. FURNISH AND INSTALL FIRE-TREATED WOOD BLOCKING OR METAL BACKING PLATE IN METAL STUD PARTITIONS FOR THE PROPER ANCHORAGE OF ALL WALL ATTACHED ITEMS; I.E. TOILET ACCESSORIES, CASEWORK, MILLWORK, WALL-MOUNTED FIXTURES, MARKER BOARDS, TACK BOARDS, DOOR STOPS, AUDIO VISUAL BRACKETS, ETC.
H. INCLUDE ALL OWNER FURNISHED AND INSTALLED ITEMS AND OWNER FURNISHED AND CONTRACTOR INSTALLED ITEMS IN THE CONSTRUCTION SCHEDULE, AND SHALL COORDINATE WITH THE OWNER TO ACCOMMODATE THESE ITEMS.
I. COORDINATE ALL MECHANICAL CHASE SIZES WITH THE MECHANICAL CONTRACTOR.
J. EXTEND FURRING CHANNELS AND GYPSUM BOARD UP 4 INCHES ABOVE FINISHED CEILING ON CMU WALLS.
NOTE: LIGHTING LAYOUT TO BE REARRANGED PER NEW FLOOR PLAN, REBALANCE HVAC SYSTEM TO ACCOMODATE THE NEW FLOOR PLAN LAYOUT.
© D
LR
Gro
up
REVISIONS
7/1
5/2
020
1:4
8:5
0 P
M
BIM
360
://3
7-2
011
1-0
1 C
rim
inal Ju
stice
Ce
nte
r/37
-20
111
-01
_C
rim
ina
lJusticeC
ente
r_A
R_
20
20
.rvt
37-20111-01
07/15/2020
EL P
AS
O C
OU
NT
Y -
CR
IMIN
AL J
US
TIC
E C
EN
TE
R
100%CONSTRUCTIONDOCUMENTS
SYMBOLS ANDABBREVIATIONS
G0.1
2739 E
. LA
S V
EG
AS
ST
,C
OLO
RA
DO
SP
RIN
GS
, C
O 8
0906
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NO
VA
TIO
N
ABBREVIATIONSVERT VERTICAL
VEST VESTIBULE
VF VINYL FLOOR
VOC VOLITILE ORGANIC COMPOUND
VOL VOLUME
VP VENEER PLASTER
VT VINYL TILE
VWC VINYL WALL COVERING
W WEST
W WIDE
W/ WITH
W/O WITHOUT
WB WALL BASE
WC WATER CLOSET
WC WALL COVERING
WCL WATER CLOSET/LAVATORY COMBINATION
WD WOOD
WDF WOOD FLOORING
WDW WINDOW
WG POLISHED WIRE GLASS
WI WROUGHT IRON
WOM WALK OFF MAT
WR WASTE RECEPTACLE
WRB WEATHER RESISTANT BARRIER
WW WARM WHITE
WWF WELDED WIRE FABRIC
YD YARD
NWC NORMAL WEIGHT CONCRETE
O to O OUT TO OUT
OA OVERALL
OC ON CENTER
OFCI OWNER FURNISHED CONTRACTOR INSTALLED
OFF OFFICE
OFOI OWNER FURNISHED OWNER INSTALLED
OPG(S) OPENING(S)
OPP OPPOSITE
OSHA OPERATIONAL SAFETY AND HEALTH ADMINISTRATION
OTB OPEN TO BELOW
OVFL OVERFLOW
OVHD OVERHEAD
P PAINT
PAN B PANIC BOLT
PAR PARALLEL
PB PARTICLE BOARD
PC PRECAST CONCRETE
PCD PAPER CUP DISPENSER
PCT PORCELAIN CERAMIC TILE
PD PANIC DEVICE
PENT PENTHOUSE
PERF PERFORATED
PERP PERPENDICULAR
PG PATTERN GLASS
PIC PORTABLE INSTRUMENT CONNECTION
PIG PATTERN INSULATING GLASS
PL PLATE
PL PROPERTY LINE
PL PLASTIC LAMINATE
PLAM PLASTIC LAMINATE
PLBG PLUMBING
PLYWD PLYWOOD
PR PAIR
PREFAB PREFABRICATED
PROJ PROJECT(OR) (ION)
PS PROJECTION SCREEN
PT POINT
PTD PAPER TOWEL DISPENSER
PTD/R COMBINATION TOWEL DISPENSER/RECEPTACLE
PTN PARTITION
PVC POLYVINYL CHLORIDE
PWL SOUND POWER LEVEL
QT QUARRY TILE
QTR RND QUARTER ROUND
QTY QUANTITY
RAD RADIUS
RB RUBBER BASE
RC REMOTE CONTROL
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REF REFERENCE
REFL REFLECTED
REM REMOVABLE
REQ(D) REQUIRE(D)
RESIL RESILIENT
REV REVISION(S)
RF RESILIENT FLOORING
RF RUBBER FLOOR
RFM RECESSED FLOOR MAT
RH ROBE HOOK
RI&C ROUGH IN AND CONNECT
RM ROOM
RND ROUND
S SOUTH
S SINK
SAT SPRAYED ACOUSTIC TREATMENT
SAW SOUND ABSORBING WALL UNITS
SB SPLASH BLOCK
SC SOLID CORE
SC SHOWER CURTAIN
SCD SEAT COVER DISPENSER
SCH SHOWER CURTAIN HOOK
SCHED SCHEDULE
SCR SHOWER CURTAIN ROD
SCT STRUCTURAL CLAY TILE
SD SOAP DISPENSER
SECT SECTION
SECY SECRETARY
SG SPANDREL GLASS
SGL SINGLE
SH SHOWER
SHM SECURITY HOLLOW METAL
SHT SHEET
SIM SIMILAR
SLNT SEALANT
SM SHEET METAL
SND SANITARY NAPKIN DISPOSAL
SNV SANITARY NAPKIN VENDOR
SPEC SPECIFICATION(S)
SPL SOUND PRESSURE LEVEL
SPL SPECIAL
SQ SQUARE
SS STAINLESS STEEL
SS SOLID SURFACE
SSA STORM SHELTER AREA
SSS STAINLESS STEEL SHELF
ST STONE
ST STAIR
STAG'D STAGGERED
STC SOUND TRANSMISSION CLASS
STD STANDARD
STGR STRINGER
STL STEEL
STOR STORAGE
STRUCT STRUCTURAL
SUBFL SUBFLOOR
SURF SURFACE
SUSP SUSPENDED
SV SHEET VINYL
SYM SYMETRICAL
T TREAD
T&G TONGUE AND GROOVE
T.O. TOP OF
TAN TANGENT
TB TOWEL BAR
TBD TACK BOARD
TCP TOILET COMPARTMENT PARTITION
TEMP TEMPORARY
TERR TERRAZZO
TG TINTED FLOAT GLASS
TH THRESHOLD
TI TENANT IMPROVEMENT
TIG TINTED INSULATING GLASS
TMR TILT MIRROR UNIT
TOP TOP OF PAVING
TRANS TRANSVERSE
TT TERRAZZO TILE
TTD TOILET TISSUE DISPENSER
TTG TINTED TEMPERED FLOAT GLASS
TTIG TINTED TEMPERED INSULATING GLASS
TW TACK WALL
TYP TYPICAL
UL UNDERWRITERS LABORATORIES
UNEX UNEXCAVATED
UNFIN UNFINISHED
UNO UNLESS NOTED OTHERWISE
UR URINAL
US UTILITY SHELF
UTIL UTILITY
VB VAPOR BARRIER
VB VINYL BASE
VCB VENTED COVE BASE
EXP EXPANSION
EXP EXPOSED
EXT EXTERIOR
F FABRIC
F.O. FACE OF
F.V. FIELD VERIFY
FAB FABRICATE(D)
FB FACE BRICK
FD FLOOR DRAIN
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FINISH FLOOR
FH FIRE HYDRANT
FHC FIRE HOSE CABINET
FIG FIGURE
FIN FINISHED
FIX FIXTURE
FL FLOOR
FLASH FLASHING
FLEX FLEXIBLE
FLG FLOORING
FLM FULL LENGTH MIRROR
FLUOR FLUORESCENT
FO FINISH OPENING
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOM FACE OF MASONRY
FOS FACE OF STUD
FOW FACE OF WALL
FP FIREPROOFING
FR FIRE RESISTANT
FRP FIBERGLASS REINFORCED PANEL
FRT FIRE RESISTANCE TREATED
FS FLOOR SINK
FSS FOLDING SHOWER SEAT
FT FEET
FTG FOOTING
FUT FUTURE
FVC FIRE VALVE CABINET
FWC FABRIC WALL COVERING
G GROUT
GA GAUGE
GAL GALLON
GALV GALVANIZED
GB GRAB BAR
GC GENERAL CONTRACTOR
GD GARBAGE DISPOSAL
GEN GENERAL
GFA GROSS FLOOR AREA
GL GLUE LAMINATED
GL GLASS
GMP GUARANTTED MAXIMUM PRICE
GOVT GOVERNMENT
GR GUARD RAIL
GR GRADE
GRS GALVANIZED RIGID STEEL
GWB GYPSUM WALL BOARD
GYP GYPSUM
H HEIGHT
HC HOLLOW CORE
HD HAND DRYER
HDBD HARDBOARD
HDR HEADER
HDWD HARDWOOD
HDWR HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HR HOUR
HR HANDRAIL
HS HARDWARE SET
HSS HOLLOW STRUCTURAL SHAPE
HVAC HEATING VENTILATING AND AIR CONDITIONING
i.e. THAT IS
IAW IN ACCORDANCE WITH
IBC INTERNATIONAL BUILDING CODE
ID INSIDE DIAMETER
IF INSIDE FACE
IJ ISOLATION JOINT
IJS IN JOIST SPACE
IN INCH
INC INCLUDE(ING)
INSUL INSULATION
INT INTERIOR
JAN JANITOR
JCT JUNCTION
JFB JOINT FILLER BOARD
JST JOIST
JT JOINT
KCJ KEYED CONSTRUCTION JOINT
KD KNOCKDOWN
KH KITCHEN HOOD
KIT KITCHEN
L ANGLE
LAB LABORATORY
LAM LAMINATED
LAV LAVATORY
LB(S) POUND(S)
LBR LUMBER
LDG LOADING
LF LINEAR FOOT
LG LENGTH (LONG)
LG LAMINATED GLASS
LIN LINEAR
LINO LINOLEUM
LKR LOCKER
LOC LOCATION
LONG LONGITUDINAL
LSC LIFE SAFETY CODE
LTG LIGHTING
LV LOUVER
LVT LUXURY VINYL TILE
LWC LIGHT WEIGHT CONCRETE
M THOUSAND
MAG MAGNETIC
MAINT MAINTENANCE
MAN MANUAL
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MB MOP BASIN
MBD MARKER BOARD
MBH MOP/BROOM HOLDER
MC MEDICINE CABINET
MECH MECHANICAL
MEMB MEMBRANE
MEZZ MEZZANINE
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
MR/S MIRROR WITH SHELF
MTD MOUNTED
MTG MOUNTING
MUL MULLION
N NORTH
NA NOT APPLICABLE
NC NOISE CRITERIA
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NIC NOT IN CONTRACT
NOM NOMINAL
NTS NOT TO SCALE
# NUMBER
& AND
@ AT
AB ANCHOR BOLT
AB AIR BARRIER
ABS ASBESTOS
ACC ADA ACCESSIBLE
ACR ACRYLIC
AD ACCESS DOOR
ADA AMERICANS WITH DISABILITY ACT
ADDN ADDITION OR ADDITIONAL
ADJ ADJUSTABLE
ADJT ADJACENT
ADMIN ADMINISTRATION
AEC AUTOMATED EXTERNAL DEFIBRILLATIORS
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AHJ AUTHORITY HAVING JURISDICTION
AL ALUMINUM
ALT ALTERNATE
ALUM ALUMINUM
ANCH ANCHOR
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
AP ACCESS PANEL
APC ACOUSTIC PANEL CEILING
APPROX APPROXIMATE
ARCH ARCHITECTURAL
ASPH ASPHALT
AUTO AUTOMATIC
AVG AVERAGE
AWP ACOUSTIC WALL PANEL
B.O. BOTTOM OF
BCS BABY CHANGING STATION
BD BOARD
BLDG BUILDING
BLK BLOCK
BLKG BLOCKING
BLKHD BULKHEAD
BM(S) BEAM(S)
BOT BOTTOM
BRDG BRIDGING
BRG BEARING
BRKT BRACKET
BSMT BASEMENT
BT BATHTUB
BTWN BETWEEN
C CHANNEL
CAB CABINET
CANT CANTILEVER
CAP CAPACITY
CBD CHALKBOARD
CER CERAMIC
CF CUBIC FEET
CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED
CFSF COLD-FORMED STEEL FRAMING
CG CLEAR FLOAT GLASS
CI CAST IRON
CIG CLEAR INSULATING GLASS
CIP CAST IN PLACE
CJ CONTROL JOINT
CJA CONTROL JOINT ABOVE
CL CENTER LINE
CLG CEILING
CLOS CLOSET
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
COM COMMON
COMB COMBINATION
COMM COMMUNICATIONS
COMPR COMPRESSIBLE
CONC CONCRETE
CONF CONFERENCE
CONFIG CONFIGURATION
CONN(S) CONNECTION(S)
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACT(OR)
CORR CORRIDOR
CP COVER PLATE
CPT CARPET
CR CHAIR RAIL
CS COUNTERSINK
CSTJ CONSTRUCTION JOINT
CSWK CASEWORK
CT CERAMIC TILE
CTG CLEAR TEMPERED FLOAT GLASS
CTIG CLEAR TEMPERED INSULATING GLASS
CTR CENTER
CU COPPER
CU CUBIC
CU COMBINATION UNIT
CV CONDOM VENDOR
CY CUBIC YARD
CYL CYLINDER
D DEPTH
DB DECIBEL
DBL DOUBLE
DC DUST COLLECTOR
DEG DEGREE
DEMO DEMOLISH OR DEMOLITION
DEPR DEPRESS(ION)(ED)
DEPT DEPARTMENT
DET DETAIL
DET DETENTION
DF DRINKING FOUNTAIN
DG DOOR GRILLE
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DIV SPECIFICATION DIVISION
DN DOWN
DPFG DAMPROFFING
DR DOOR
DSN DOWNSPOUT NOZZLE
DW DISHWASHER
DWG(S) DRAWING(S)
DWL(S) DOWEL(S)
DWR DRAWER
E EAST
EA EACH
EA EACH FACE
EB EXPANSION BOLT
EC ELECTRICAL CONTRACTOR
EE EACH END
EEW EMERGENCY EYE WASH
EEWS EMERGENCY EYE WASH SHOWER
EFF EFFICIENCY
EJ EXPANSION JOINT
EL ELEVATION
ELAS ELASTOMERIC
ELEC ELECTRICAL
ELEV ELEVATOR
EMER EMERGENCY
ENCL ENCLOSURE
ENG ENGINEER
ENTR ENTRANCE
EQ EQUAL
EQUIP EQUIPMENT
EQUIV EQUIVALENT
ERF EPOXY RESIN FLOORING
EUI ENERGY USE INTENSITY
EW EACH WAY
EWC ELECTRIC WATER COOLER
EXIST EXISTING
REF.
2 3 4 5 6 7 8 9 10
9.48.9
G
H
I
J
J.5
1.5
D
E
F
146 SF
OFFICE
H025
100 2B
93 SF
OFFICE
H022
100 1B
94 SF
OFFICE
H021
100 1B
94 SF
OFFICE
H020
100 1B
229 SF
BREAK ROOM
H023
100 3B
148 SF
COMMON ELECT
H017
300 1B
75 SF
HOLDING
H036
100 1B
96 SF
COMMAND STAFF LKR RM
H037A
50 2B
498 SF
FEMALE LOCKER RM
H013A
50 10B
282 SF
FEMALES
H013
100 3B
354 SF
MALES
H014
100 4B
1007 SF
MALE LOCKER RM
H014A
50 11B
530 SF
COURT ROOM
H035
40 14B
303 SF
ACA
H028
50 7B
439 SF
RECEPTION
H001
100 5B
123 SF
OFFICE
H002
100 2B
141 SF
OFFICE
H003
100 2B
141 SF
OFFICE
H004
100 2B
141 SF
OFFICE
H005
100 2B
158 SF
OFFICE
H006
100 2B
52 SF
STORAGE
H007 123 SF
OFFICE
H008 125 SF
CONFERENCE ROOM
H009
15 9B
515 SF
COMPUTER ROOM
H010
20 26B
75 SF
TELEPHONE ROOM
H011
100 1B
183 SF
BREAK ROOM
H012
15 13B
42 SF
STORAGE
H027
300 1S
54 SF
STORAGE
H029
300 1S
108 SF
MAIL ROOM
H030
50 3B
237 SF
OFFICE
H031
100 3B
113 SF
OFFICE
I038
117 SF
OFFICE
I039
64 SF
ELECTRICAL ROOM
I040
64 SF
TELECOM ROOM
I041
37 SF
VESTIBULE
H037
100 1B
1260 SF
LOBBY
I001
77 SF
VESTIBULE
I000
441 SF
LOBBY
I000A
15 30B
108 SF
SECURITY OFFICE
I001A
100 2B
77 SF
CELL 1
I011
79 SF
CELL 2
I012
66 SF
CELL 3
I013
66 SF
CELL 4
I014
83 SF
CELL 5
I015
83 SF
CELL 6
I016
117 SF
CELL 7
I017108 SF
CELL 8
I018125 SF
CELL 9
I019
45 SF
MEDICAL INTERVIEW
I021
100 1B
67 SF
MEDICAL INTERVIEW
I022
100 1B
37 SF
INTOX
I024
100 1B
37 SF
INTOX
I025
100 1
651 SF
INMATE WAITING
I010
15 44B
56 SF
INTEERVIEW
I027
100 1B
56 SF
INTERVIEW
I028
100 1B
598 SF
INTAKE LOBBY
I029
15 40B
58 SF
INTERVIEW
I030
100 1B
68 SF
INTERVIEW
I031
100 1B
120 SF
STORAGE
I033
300 1S
372 SF
BRIEFING
I034
100 4B
156 SF
BREAK ROOM
I035
15 11B
3471 SF
INTAKE
I037
319 SF
MENS PROCESS
I008
304 SF
WOMENS PROCESS
I009
87 SF
INTERVIEW
I046
100 1B
87 SF
INTERVIEW
I047
2299 SF
Room
I049
142 SF
JUDGES CHAMBER
H034
100 2B
179 SF
CLERK
H032
100 2B
69 SF
OFFICE
I007
100 1B
331 SF
CITY ID
I045
100 4B
10'
26'
28'
5'
13'
22'
19'
20'
7'
19'
11'
4'
16'
PD
PD
PD
PD
PD
PD
SYMBOL LEGEND
WALL SEPARATION LEGEND
0
0
0
0
- COMBINED OCCUPANT LOAD AT A GIVEN DOOR OR STAIR- TOTAL EXIT CAPACITY OF DOOR OR STAIR (THE CAPACITY OF DOORS ARE DETERMINED AS FOLLOWS: CLEAR OPENING WIDHT IN INCHES DIVIDED BY 0.2 THE CAPACITY OF STAIRS ARE DETERMINED AS FOLLOWS WIDTH IN INCHES DIVIDED BY 0.3)
- COMBINED OCCUPANT LOAD AT A GIVEN DOOR. (SUM OF THESE EQUALS TOTAL OCCUPANT LOAD)- TOTAL EXIT CAPACITY OF DOOR (THE CAPACITY OF DOORS ARE DETERMINED AS FOLLOWS: CLEAR OPENING WIDTH IN INCHES DIVIDED BY 0.2)
PD
?
- PANIC DEVICE- DOOR FIRE RATING
WALL HOURLY RATING1 = 1 HOUR2 = 2 HOUR
ROOM NAMERM # SQ.FT.
X X X- CODE ROOM TAG
OCCUPANT LOAD
OCCUPANT LOAD FACTOR
OCCUPANT TYPE
APPLICABLE CODES
THE FOLLOWING CODES WITH COLORADO SPRINGS WERE REFERENCED AND USED TO DEVELOP THIS SET OF CONSTRUCTION DOCUMENTS. SHOULD CONFLICTS ARISE BETWEEN CODES, COMPLY WITH THE MOST STRINGENT REQUIREMENT OR WRITTEN AUTHORIZATION FROM THE AUTHORITY HAVING JURISDICTION.
2015 INTERNATIONAL BUILDING CODE2015 INTERNATIONAL MECHANICAL CODE2015 INTERNATIONAL PLUMBING CODE2017 NATIONAL ELECTRIC CODE2015 INTERNATIONAL ENERGY CONSERVATION CODE2010 ADA STANDARDS AS ADOPTED BY THE STATE OF COLORADO2017 ICC/ ANSI A117.1 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES OCCUPANCY CLASSIFICATION AND USE
THE FOLLOWING BUILDING OCCUPANCIES ARE CLASSIFIED UNDER IBC CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION:
BUSINESS GROUP B
INSTUTIONAL GROUP I-3
STORAGE ACCESSORY USE TO GROUP B*
*SECTION 508.2.3 - AGGREGATE ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE THAT 10% OF THE FLOOR AREA OF THE STORY IN WHICH THEY ARE LOCATED.
PROJECT SUMMARY
CONSTRUCTION CLASSIFICATION: TYPE-II FRUSE AND OCCUPANCY: I-3 & BUSINESS OCCUPANCYAUTOMATIC SPRINKLER: YES
UPDATES ARE IN RESPONSE TO COVID-19 AND ARE APART OF THE CARES ACT RELIEF FUNDING. LOCATED IN COLORADO SPRINGS, THE CRIMINAL JUSTICE CENTER IS UNDERGOING AN INTERIOR RENOVATION. THE PROJECT SCOPE OF WORK INCLUDES RENOVATION WORK TO SOME OFFICE SPACE, LOCKER ROOM, TOILET ROOMS AND MAIN ENTRY LOBBY.
IBC - CHAPTER 5: GENERAL BUIDING HEIGHT AND AREASEXISTING - REMAINS UNCHANGED
IBC - TYPES OF CONSTRUCTION: SECTION 601
FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)
BUILDING ELEMENTTYPE-II FR
B
PRIMARY STRUCTURAL FRAME 0
0
0
0
0
BEARING WALLS
EXTERIOR
INTERIOR
NONBEARING WALLS AND PARTITIONS
EXTERIOR
FLOOR CONSTRUCTION AND ASSOCIATED MEMBERS
ROOF CONSTRUCTION AND ASSOCIATED MEMBERS 0
IBC - CHAPTER 6: TYPES OF CONSTRUCTIONEXISTING - REMAINS UNCHANGED
GENERAL BUILDING HEIGHTS AND AREAS
MEANS OF EGRESS SIZING
SECTION 1005:1005.3.2 OTHER EGRESS COMPONENTSTHE CAPACITY, IN INCHES, OF MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCH PER OCCUPANT.
SECTION 1017:1017.2 EXIT ACCESS TRAVEL DISTANCEB OCCUPANCY: 200FT WITHOUT SPRINKLER SYSTEM
SECTION 1020:1020.2 MINIMUM CORRIDOR WIDTHB OCCUPANCY: 44 INCHES
1020.4 DEAD ENDSWHERE MORE THAN ONE EXIT OR EXIT ACCESS DOORWAY IS REQUIRED, THE EXIT ACCESS SHALL BE ARRANGED SUCH THAT THERE ARE NO DEAD ENDS IN CORRIDORS MORE THAN 20 FEET IN LENGTH.
SECTION 1006:TABLE 1006.2.1 MAXIMUM COMMON PATH OF EGRESS TRAVELB OCCUPANCY: 75FT WITHOUT SPRINKLER SYSTEM
1006.3.1 MINIMUM NUMBER OF EXITSOCCUPANT LOAD 1-500 SHALL BE NOT LESS THAN 2OCCUPANT LOAD 501-1000 SHALL BE NOT LESS THAN 3 FIRE PROTECTION & LIFE SAFETY SYSTEMS
SECTION 906: PORTABLE FIRE EXTINGUISHERS906.3.1 MAXIMUM DISTANCE OF TRAVEL TO EXTINGUISHER - 75 FEET
FEC - FIRE EXTINGUISHER LOCATION
- EGRESS PATH
- LONGEST TRAVEL DISTANCE TO EXIT
HATCHED AREA INDICATES AREASNOT IN SCOPE OF THE PROJECT
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PARTIAL CODEPLAN
CP1.1
2739 E
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NORTHSCALE: 1/8" = 1'-0"
CODE PLAN
REF.
2 3 4 5 6 7 8 9 10
9.48.9
G
H
I
J
J.5
1.5
D
E
F
3' -
4"
4' -
0"
D.07
D.07
D.01D.01
D.07
D.06
D.04D.04
D.03D.03
D.02
D.02
D.05
D.08
D.10
D.11
D.11
D.13
D.10
D.14
D.15
D.15
D.16
D.16
D.06
D.03D.03
D.09
D.09 D.09
D.17D.17
D.17D.17D.17
D.01
D.01
D.16
D.16
D.17
D.17D.17
4"
3' -
4"
3' -
4"
4"
D.18
D.18
D.18
D.18
D.18
D.18
D.18
D.09D.12
D.19D.20
D.20
D.20
D.20
D.20
D.03D.03
D.03
D.03
D.20
D.20
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DEMOLITIONFLOOR PLAN
ADA1.1
2739 E
. LA
S V
EG
AS
ST
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RA
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O 8
0906
LO
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NORTHSCALE: 1/8" = 1'-0"
DEMOLITION PLAN, LEVEL 01
D.01 DEMOLISH COUNTERTOP, SINK AND P-TRAPS. CAPDOMESTIC WATER SUPPLY AND WASTE PIPING,PREPARE FOR NEW SINK.
D.02 DEMOLISH TRANSACTION COUNTER AND WINDOW.
D.03 DEMOLISH EXISTING FLOORING, PREPARE SURFACEFOR NEW SCHEDULED FINISH. RE: FINISH SCHEDULE
D.04 DEMOLISH FLOOR MOUNTED SEATING
D.05 DEMOLISH CORNER OF CONCRETE DRAINAGE SWALE TOPROVIDE SPACE FOR NEW SIDEWALK
D.06 DEMOLISH SECURITY STATION MILLWORK, RAISEDPLATFORM, COUNTERTOP, AND ALL ASSOCIATEDELECTRICAL ELEMENTS AND FIXTURES. PREPARESURFACE FOR NEW FLOOR
D.07 CUT OPENING INTO EXISTING WALL FOR SCHEDULEDDOOR
D.08 REMOVE AND PROTECT WALK-THRU METAL DETECTOR
D.09 REMOVE AND PROTECT EXISTING LOCKERS, RETURN TOOWNERS STOCK. TYP
D.10 DEMOLISH FLOOR MOUNTED BENCHES
D.11 REMOVE FIRE EXTINGUISHER AND PROTECT FORRELOCATION
D.12 DEMOLISH UPPER CABINETS
D.13 DEMOLISH WALL MOUNTED TROPHY CASE
D.14 DEMOLISH EL PASO COUNTY INSIGNIA
D.15 PROTECT EXISTING ROLL-UP SECURITY SHUTTERS
D.16 DEMOLISH TOILET PARTITIONS
D.17 DEMOLISH PLUMBING FIXTURE, CAP DOMESTIC WATERSUPPLY, WASTE & VENT PIPING. PREPARE FOR NEWPLUMBING FIXTURE
D.18 DEMOLISH EXISTING DOOR AND FRAME, VERIFY WITHOWNER IF ANYTHING TO BE SALVAGED
D.19 DEMOLISH EXISTING WINDOW
D.20 DEMOLISH EXISTING WALL
3 4 5 6 7 8 9 10
G
H
I
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J.5
1.5
D
E
F
D.21D.21
D.21D.21
D.21D.21
D.21D.21
D.21D.21
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DEMOLITIONREFLECTEDCEILING PLAN
ADA3.1
2739 E
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NORTHSCALE: 1/8" = 1'-0"
DEMOLITION CEILING PLAN, LEVEL 01
D.21 DEMOLISH EXISTING CEILING GRID AND TILE, SALVAGEUNDAMAGED CEILING TILES
WALL TYPE NOTES
A. SEE CP SERIES SHEETS FOR LOCATIONS OF FIRE/SMOKE RATED WALLS.
B. CONSTRUCT FIRE RATED GWB PARTITIONS ACCORDING TO THE FIRE RATED ASSEMBLIES INDICATED ON THE WALL TYPE.
C. SEE DETAIL 53/A0.0 FOR GWB PARTITION SLIP CONNECTION BELOW FLOOR AND ROOF DECKS.
D. SEE DETAIL 51/A0.0 FOR CONTROL JOINT LOCATIONS AT DOOR FRAMES LOCATED IN GWB PARTITIONS.
E. SEE DETAIL 51/A0.0 FOR NON-STRUCTURAL METAL STUD FRAMING DETAILS.
F. REFER TO GENERAL NOTES ON SHEET A0.1 FOR ADDITIONAL REQUIREMENTS REGARDING GWB PARTITIONS.
S42
STUD TRACK & ANCHOR
SCHEDULED RUBBER BASE
FINISH FLOOR
5/8" GWB BOTH SIDES
MTL STUD FRAMING
SOUND BATT INSULATION
WALL ANGLE
ACOUSTICAL CEILING TILE
BASE
PLAN
HEAD
CONTINUOUS ACOUSTICAL SEALANT
3-5/8" METAL STUD FRAMINGGWB TO DECK
UNDERSIDE OF DECK
MTL RUNNER CHANNEL
SLOTTED TRACK
1"
CONTINUOUS ACOUSTICAL SEALANT
F1
STUD TRACK & ANCHOR
SCHEDULED RUBBER BASE
FINISH FLOOR
5/8" GWB BOTH SIDES
MTL STUD FRAMING
BATT INSULATION
BASE
PLAN
2-1/2" METAL STUD FRAMING
MTL RUNNER CHANNEL
HEAD
EXISTING WALLWALL ANGLE
ACOUSTICAL CEILING TILE
HEAD
MTL RUNNER CHANNELT
YP
6"
S41
STUD TRACK & ANCHOR
SCHEDULED RUBBER BASE
FINISH FLOOR
5/8" GWB
MTL STUD FRAMING
SOUND BATT INSULATION
WALL ANGLE - ACTCONDITIONS
SCHEDULED CEILING
BASE
PLAN
HEAD
CONTINUOUS ACOUSTICAL SEALANT
3-5/8" METAL STUD FRAMINGGWB TO DECK
MTL RUNNER CHANNEL6"
S43
STUD TRACK & ANCHOR
SCHEDULED RUBBER BASE
FINISH FLOOR
5/8" GWB BOTH SIDES
MTL STUD FRAMING
SOUND BATT INSULATION
WALL ANGLE
ACOUSTICAL CEILING TILE
BASE
PLAN
HEAD
CONTINUOUS ACOUSTICAL SEALANT
3-5/8" METAL STUD FRAMINGGWB WITH FIBERGLASS PANEL TO DECK
UNDERSIDE OF DECK
MTL RUNNER CHANNEL
SLOTTED TRACK
1"
CONTINUOUS ACOUSTICAL SEALANT
LEVEL 3 BULLET RESISTANT FIBERGLASS PANEL, UL752
LOBBY SIDE
SCREW BETWEEN STUDS
SLIP PLANE
TWO LAYER APPLICATION
OPTION - A
ONE LAYER APPLICATION
CL
TWO LAYER APPLICATIONONE LAYER APPLICATION
OPTION - BCL
TOP OF MTL. STUDS
NOTE: UL SYSTEM NO. HW-D-0060
NOTE: UL SYSTEM NO. HW-D-0020
3/16" x 1-1/4" SCREWS AT 2'-8" O.C. MAX. AT FLOOR ASSEMBLY ABOVE AND NO. 8x18 SCREWS AT ROOF DECK AT 2'-8" O.C. MAX.
BOTTOM OF MTL. ROOF DECK OR PRECAST FLOOR/CEILING SLAB
TOP OF MTL. STUDS
STABILIZE STUDS AT TOP W/ CONT. CHANNEL AND BRIDGE CLIP AT EACH STUD
SEE WALL TYPE AS SCHEDULED
CONT. SEALANT BOTH SIDES - FIRE RATED SEALANT AT RATED WALLS. ACOUSTICAL SEALANT AT SOUND WALLS.
16 GA. RECEIVER CHANNEL CONT. W/ 2-1/2" MIN. LEGS NO CONNECTION BETWEEN CHANNEL AND STUDS BELOW
FIRE SAFING INSULATION AT RATED WALLS, SOUND ATTENUATION BLANKETS AT SOUND WALLS
GWB COVER PIECE(S) SCRIBE TO CONFORM TO THE SHAPE OF METAL DECK W/ SLIP REQUIREMENTSGWB AND ADDITIONAL FINISHES PER WALL TYPE
BLANKET INSULATION PER WALL TYPE
3/16" x 1-1/4" SCREWS AT 2'-8" O.C. MAX. AT FLOOR ASSEMBLY ABOVE AND NO. 8x18 SCREWS AT ROOF DECK AT 2'-8" O.C. MAX
BOTTOM OF MTL. ROOF DECK OR FLOOR SLAB
MTL. STUD WALL FRAMING, SEE WALL TYPE FOR SIZE, SPACING AND GAUGE OF STUDS. STABILIZE AT TOP W/ CONT. CHANNEL AND BRIDGE CLIP AT EACH STUD.
TWO LAYER APPLICATION
OPTION - A
ONE LAYER APPLICATION
CL
NOTE: UL SYSTEM NO. HW-D-0060HEAD OF WALL PERPENDICULAR TO FLUTES HEAD OF WALL PARALLEL TO FLUTES
TWO LAYER APPLICATION
OPTION - A
ONE LAYER APPLICATION
CL
NOTE: UL SYSTEM NO. HW-D-0060
FIRE SAFING INSULATION AT RATED WALLS, SOUND ATTENUATION BLANKETS AT SOUND WALLS
HEAD OF WALL PARALLEL TO FLUTES
14 GA CONT. PLATE
HEAD OF WALL PERPENDICULAR TO FLUTES
TWO LAYER APPLICATIONONE LAYER APPLICATION
OPTION - BCL
NOTE: UL SYSTEM NO. HW-D-0020
3/16" x 1-1/4" SCREWS AT 2'-8" O.C. MAX. AT FLOOR ASSEMBLY ABOVE AND NO. 8x18 SCREWS AT ROOF DECK AT 2'-8" O.C. MAX.
BOTTOM OF MTL. ROOF DECK OR PRECAST FLOOR/CEILING SLAB
TOP OF MTL. STUDS
STABILIZE STUDS AT TOP W/ CONT. CHANNEL AND BRIDGE CLIP AT EACH STUD
HEAD OF WALL PARALLEL TO FLUTES
Z-FURRING @ 24" O.C. TO STABILIZE TRACK
TWO LAYER APPLICATIONONE LAYER APPLICATION
OPTION - B CL
NOTE: UL SYSTEM NO. HW-D-0020
3/16" x 1-1/4" SCREWS AT 2'-8" O.C. MAX. AT FLOOR ASSEMBLY ABOVE AND NO. 8x18 SCREWS AT ROOF DECK AT 2'-8" O.C. MAX.
BOTTOM OF MTL. ROOF DECK OR PRECAST FLOOR/CEILING SLAB
TOP OF MTL. STUDS
STABILIZE STUDS AT TOP W/CONT. CHANNEL AND BRIDGECLIP AT EACH STUD
HEAD OF WALL PARALLEL TO FLUTES
14 GA CONT. PLATE
FIRE SAFING INSULATION AT RATED WALLS, SOUND ATTENUATION BLANKETS AT SOUND WALLS
FIRE SAFING INSULATION AT RATED WALLS, SOUND ATTENUATION BLANKETS AT SOUND WALLS
LONG LEG DEFLECTION COMPENSATING HEAD TRACK: SECURE TO DECKING ABOVE
FIRE SAFING INSULATION AT RATED WALLS, SOUND ATTENUATION BLANKETS AT SOUND WALLS
LONG LEG DEFLECTION COMPENSATING HEAD TRACK: SECURE TO DECKING ABOVE
LONG LEG DEFLECTION COMPENSATING HEAD TRACK: SECURE TO DECKING ABOVEINTUMESCENT MASTIC
FIREPROOFING; EXTEND MIN 1/2" ONTO GWB & DECKING
SEE WALL TYPE AS SCHEDULED
SEE WALL TYPE AS SCHEDULED
INTUMESCENT MASTIC FIREPROOFING; EXTEND MIN 1/2" ONTO GWB & DECKING
INTUMESCENT MASTIC FIREPROOFING; EXTEND MIN 1/2" ONTO GWB & DECKING
5/8
" M
AX
.
5/8"
MA
X
0' -
3"
0' -
1"
0' -
2 1
/2"0
' - 0
1/2
"
0' -
0 1
/2"
0' -
3"
0' -
1"
0' -
2 1
/2"
5/8
" M
AX
TOP OF MTL. STUDS
CONT. SEALANT BOTH SIDES - FIRE RATED SEALANT AT RATED WALLS. ACOUSTICAL SEALANT AT SOUND WALLS.
16 GA. RECEIVER CHANNEL CONT. W/ 2-1/2" MIN. LEGS NO CONNECTION BETWEEN CHANNEL AND STUDS BELOW
GWB COVER PIECE(S) SCRIBE TO CONFORM TO THE SHAPE OF METAL DECK W/ SLIP REQUIREMENTSGWB AND ADDITIONAL FINISHES PER WALL TYPE
3/16" x 1-1/4" SCREWS AT 2'-8" O.C. MAX. AT FLOOR ASSEMBLY ABOVE AND NO. 8x18 SCREWS AT ROOF DECK AT 2'-8" O.C. MAX
BOTTOM OF MTL. ROOF DECK OR FLOOR SLAB
MTL. STUD WALL FRAMING, SEE WALL TYPE FOR SIZE, SPACING AND GAUGE OF STUDS. STABILIZE AT TOP W/ CONT. CHANNEL AND BRIDGE CLIP AT EACH STUD.
SCREW BETWEEN STUDS
SLIP PLANEBLANKET INSULATION PER WALL TYPE TOP OF MTL. STUDS
CONT. SEALANT BOTH SIDES - FIRE RATED SEALANT AT RATED WALLS. ACOUSTICAL SEALANT AT SOUND WALLS.
16 GA. RECEIVER CHANNEL CONT. W/ 2-1/2" MIN. LEGS NO CONNECTION BETWEEN CHANNEL AND STUDS BELOW
GWB COVER PIECE(S) SCRIBE TO CONFORM TO THE SHAPE OF METAL DECK W/ SLIP REQUIREMENTSGWB AND ADDITIONAL FINISHES PER WALL TYPE
3/16" x 1-1/4" SCREWS AT 2'-8" O.C. MAX. AT FLOOR ASSEMBLY ABOVE AND NO. 8x18 SCREWS AT ROOF DECK AT 2'-8" O.C. MAX
BOTTOM OF MTL. ROOF DECK OR FLOOR SLAB
MTL. STUD WALL FRAMING, SEE WALL TYPE FOR SIZE, SPACING AND GAUGE OF STUDS. STABILIZE AT TOP W/ CONT. CHANNEL AND BRIDGE CLIP AT EACH STUD.
SLIP PLANE
BLANKET INSULATION PER WALL TYPE
SCREW BETWEEN STUDS
0' -
2 1
/2"
0' -
1"
0' -
3"
0' -
0 1
/2" 5/
8" M
AX
5/8"
MA
X
CONTROL JOINT LOCATIONS
SILL STUDS WITH CRIPPLE STUDS BELOW AT WINDOW OPENING
CRIPPLE STUDS ABOVE HEAD RUNNERSEE NOTE BELOW
JAMB STUDS
HEADER STUDS
STIFFENER STUDS
TOP RUNNER
BOTTOM RUNNER
C
TYP. METAL STUD FRAMING AT FRAME OPENINGNO SCALE
B
5/8" GYPSUM WALLBOARD OVER 6" COLD FORM METAL FRAMING
LINE OF GYPSUM WALLBOARD RETURN AT OPENING BELOWOPENING
BELOW
TEAR AWAY 'L' BEAD TRIM NO FASTENERS INTO RUNNER TRACK
SCALE: 1-1/2" = 1'-0"
TYP. VERT. SLIP CONTROL JOINT D
SM 'L' TRIM ON VERTICAL SLIP JOINT BOTH SIDES
D
AT EXTERIOR WALL SEE ELEVATIONS FOR LOCATIONS
SPRAY FOAM INSULATION
E/F
OPENING WIDTH
0' TO 5'-0"
10'-1" TO 15'-0"5'-1" TO 10'-0"
INTERIOR HEADER SCHEDULE
FRAMING MEMBERS
TWO - 8" x 20 GATWO - 10" x 20 GA
TWO - 3-5/8" x 20 GA
TRACK (SAME GAUGE AS HEADER) (TYP)
BOX LINTEL (HEADER) SEE SCHEDULE BELOW (TYP)
SEE PLAN FOR WALL TYPE (TYP)
#12 SCREWS AT 16" O.C. TYP.
SPAN UP TO 10'-0"
SPAN GREATER THAN 10'-0"
NOTE:1. HEADER SHALL BE UNPUNCHED AND OF THE SIZE AND GAUGE LISTED.
E
F
TRACK AT TOP AND BOTTOM OF HEADER
CONTROL JOINT LOCATIONS
TOP TRACK
CRIPPLE STUDS ABOVE HEADERTOP TRACK - SEE NOTE BELOW
HEADER STUDS
STIFFENER STUDS
BEARING STUD
BOTTOM TRACK
NOTE: ABOVE HEADER, PROVIDE 1/2" MIN CLEAR SPACE BETWEEN CRIPPLESTUDS AND STIFFENER STUDS BOTH SIDES OF ALL DOOR OPENINGS
TYP METAL STUD FRAMING AT DOOR OPENING
TYP GWB CONTROL JOINT ABOVE
GWB/METAL STUD WALL -SEE PLAN FOR WALL TYPE
DOOR FRAME BELOW
CONTROL JOINT
CRIPPLE STUDS @ 16" OC
STIFFENER STUDS
NOTE:AT DOUBLE LAYER GWB LOCATIONSMAINTAIN 1/2" CLEAR SPACE ATFIRST LAYER AND CONTROL JOINTAT SECOND LAYER
0' - 0 1/2"
SCALE: 1-1/2" = 1'-0"
NO SCALE
C
C
A
E/F
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WALL TYPES
A0.0
2739 E
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SCALE: 1 1/2" = 1'-0"
Wall Types
SCALE: 3" = 1'-0"A0.0
53 STUD WALL SLIP CONNECTIONS AT RATED WALLS - FIRE STOP @ GWBSCALE: 1 1/2" = 1'-0"A0.0
51 METAL STUD OPENINGS AND CONTROL JOINTS
REF.
2 3 4 5 6 7 8 9 10
9.48.9
G
H
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J.5
1.5
D
E
F
LOCKER COUNT
MALE = 420FEMALE = 252COMMAND STAFF = 36
TOTAL = 708
TYP6' - 0"
10.02
10.04
09.0209.02
32.02
32.01TY
P
5' -
0"
32.04
32.03
36
A10.1
09.05
A2.1
12
OFFICE
H025
OFFICE
H022
OFFICE
H021
OFFICE
H020
TOILET
H024
BREAK ROOM
H023
COMMONELECT
H017
HOLDING
H036
COMMANDSTAFF LKR RM
H037A
FEMALELOCKER RM
H013A
FEMALES
H013
MALES
H014
MALELOCKER RM
H014A
COURT ROOM
H035
ACA
H028
RECEPTION
H001
OFFICE
H002
OFFICE
H003
OFFICE
H004
OFFICE
H005
OFFICE
H006
STORAGE
H007
OFFICE
H008
CONFERENCEROOM
H009
COMPUTERROOM
H010
TELEPHONEROOM
H011
BREAK ROOM
H012
STORAGE
H027
STORAGE
H029
MAIL ROOM
H030
OFFICE
H031
CORRIDOR
H000
OFFICE
I038
OFFICE
I039
ELECTRICALROOM
I040
TELECOMROOM
I041
MENS TOILET
I042
WOMENSTOILET
I043
AH022
A2.1
51
A2.1
53
AH014A
AH028
VESTIBULE
H037 AH037A
AH023
AH021
XH017
XH020
XH024
XH023A
XH013 XH014
XH037
XH029A XH029BXH027
AI003
AI002
AI001
LOBBY
I001
VESTIBULE
I000
LOBBY
I000A
SECURITYOFFICE
I001A
AI001A
XI038
XI039
XI040
XI041
X1042
XI043
XH012A XH012B XH011
XH007
XH001BXH010
XH008 XH009
XH001A
XH006A XH005 XH004 XH003
XH002B
XH002A
XH006B
XH035B XH035A
XH034B
XH034A
XH033
XH032
XH036A
XI006A
XI006B XI007XH035C
XI045
XI004 X044A
XI046
XI047
XI044C
XI008A
XI009A
XI008B
XI009B
XI049
XI011
XI012
XI013
XI014
XI015
XI016XI017BXI018BXI019BXI020
XI017AXI018AXI019A
XI026B
XI022B
XI022A
XI021
XI023
XI044A
XI029B
XI037
X1029A
1006
XI026A
X1027X1028
XI024 XI025
XI026C
XI031 XI030
1008
XI033
XI036
XI034
XI035
XI032
CELL 1
I011
CELL 2
I012
CELL 3
I013
CELL 4
I014
CELL 5
I015
CELL 6
I016
CELL 7
I017
CELL 8
I018
CELL 9
I019
JANITORS
I020
MEDICALINTERVIEW
I021
MEDICALINTERVIEW
I022
JANITORS
I023
INTOX
I024
INTOX
I025
SALLYPORT
I026
INMATEWAITING
I010
INTEERVIEW
I027
INTERVIEW
I028
INTAKE LOBBY
I029
INTERVIEW
I030
INTERVIEW
I031
INTAKE
I037
STORAGE
I033
BRIEFING
I034
BREAK ROOM
I035
TOILET
I036
INTAKE
I037
MENSPROCESS
I008
WOMENSPROCESS
I009
INTERVIEW
I046
INTERVIEW
I047INMATEWAITING
I044Room
I049
JUDGESCHAMBER
H034
CLERK
H032
TOILET
H033
SALLYPORT
I053
OFFICE
I007
CITY ID
I045
SALLYPORT
I004
VEST
I004A
CORRIDOR
H036A
XI044B
XI000A
XI000B
32.03
32.03 32.03 32.0332.03
32.03
32.03
32.03
32.03
32.03
32.03
32.0332.03
32.03
32.03
EQ EQ
08.02
10.04
A10.1
41
49'-7
" VE
RIF
Y
LEGEND NOTES
GENERAL NOTES
A. GENERAL NOTES APPLY TO ALL SHEETS.B. DIMENSIONS ARE ACTUAL AND ARE TO FACE OF STUDS, FACE
OF CONCRETE WALLS, FACE OF CMU WALLS, FACE OF FRAMES, OR CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE.
C. SEE SHEET A0.0 FOR WALL TYPES. D. ALL INTERIOR STUD WALLS SHALL EXTEND TO UNDERSIDE OF
FLOOR OR ROOF DECK ABOVE UNLESS NOTED OTHERWISE. SEE REFLECTED CEILING PLAN NOTES.
E. PROVISIONS SHALL BE MADE AT ALL FULL HEIGHT NON-BEARING WALLS FOR 1-INCH VERTICAL MOVEMENT OF THE BUILDING STRUCTURE WITHOUT TRANSFER OF COMPRESSIVE LOADS TO WALL. FILL IRREGULARITIES BETWEEN TOP OF WALL AND DECK ABOVE WITH FIRE SAFING INSULATION OR FIRE STOPPING MATERIALS AS REQUIRED TO MEET FIRE RATING OF RESPECTIVE WALLS. SEE DETAILS 53/A0.0
F. ALL PENETRATIONS THROUGH WALLS SHALL BE SEALED WITH THRU-WALL FIRE STOPPING MATERIAL AS REQUIRED TO ACHIEVE THE RESPECTIVE FIRE-RESISTIVE RATING AND SMOKE STOPPAGE. SEE SPECIFICATION SECTION 078413.
G. FURNISH AND INSTALL FIRE-TREATED WOOD BLOCKING OR METAL BACKING PLATE IN METAL STUD PARTITIONS FOR THE PROPER ANCHORAGE OF ALL WALL ATTACHED ITEMS; I.E. TOILET ACCESSORIES, CASEWORK, MILLWORK, WALL-MOUNTED FIXTURES, MARKER BOARDS, TACK BOARDS, DOOR STOPS, AUDIO VISUAL BRACKETS, ETC.
H. INCLUDE ALL OWNER FURNISHED AND INSTALLED ITEMS AND OWNER FURNISHED AND CONTRACTOR INSTALLED ITEMS IN THE CONSTRUCTION SCHEDULE, AND SHALL COORDINATE WITH THE OWNER TO ACCOMMODATE THESE ITEMS.
I. COORDINATE ALL MECHANICAL CHASE SIZES WITH THE MECHANICAL CONTRACTOR.
J. EXTEND FURRING CHANNELS AND GYPSUM BOARD UP 4 INCHES ABOVE FINISHED CEILING ON CMU WALLS.
NOTE: LIGHTING LAYOUT TO BE REARRANGED PER NEW FLOOR PLAN, REBALANCE HVAC SYSTEM TO ACCOMODATE THE NEW FLOOR PLAN LAYOUT.
© D
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REVISIONS
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100%CONSTRUCTIONDOCUMENTS
FLOOR PLAN
A1.1
2739 E
. LA
S V
EG
AS
ST
,C
OLO
RA
DO
SP
RIN
GS
, C
O 8
0906
LO
BB
Y A
ND
LO
CK
ER
RO
OM
RE
NO
VA
TIO
N
NORTHSCALE: 1/8" = 1'-0"
FLOOR PLAN, LEVEL 01
08.02 CARD ACCESS CONTROLLED DOOR
09.02 NEW VCT FLOORING, RE: FINISH PLAN AND SCHEDULE
09.05 NEW EL PASO COUNTY INSIGNIA - 8'-0" DIA
10.02 SECURITY EQUIPMENT, OWNER PROVIDED CONTRACTORINSTALLED
10.04 RETRACTABLE SECURITY STANCHION, OWNERPROVIDED CONTRACTOR INSTALLED
32.01 NEW SIDEWALK
32.02 42" HIGH GUARDRAIL
32.03 NEW ARCHITECTURAL BOLLARD, RE: SPECIFICATIONS,6'-0" SPACING TYP
32.04 NEW CONCRETE DRAINAGE SWALE
TOILET ACCESSORIES
ABBREVIATIONSABBREV DESCRIPTION
GB-1 GRAB BAR (BACK WALL) - SALVAGE AND REINSTALLGB-2 GRAB BAR (SIDE WALL) - SALVAGE AND REINSTALLGB-4 GRAB BAR (AMBULATORY STALL) - SALVAGE AND REINSTALLGB-5 GRAB BAR (SHOWER)MR MIRROR - 24"X36" (CFCI)PTD PAPER TOWEL DISPENSER (CFCI)SD LIQUID SOAP DISPENSER (CFCI)SCR SHOWER CURTAIN ROD - SALVAGE AND REINSTALLSND SANITARY NAPKIN DISPOSAL (CFCI)TTD SURFACE MOUNTED TOILET PAPER DISPENSER (CFCI)
MR URINAL URINAL
(ACC)
PTD/R
(ACC)
LAV LAV TTD SD
WC
(ACC)
WC
(ACC)
SND
RH
(ACC)
RH-1 MBH US SSS
ADA SAD 2010 - 604, 609ANSI A117.1 2003 - 604.5.1
ADA SAD2010 - 604.8.3
ADA SAD2010 - 603.4
ADA SAD2010 - 606.1
ADA SAD2010 - 606.3
ADA SAD2010 - 604.7
ADA SAD2010 - 606.1
ADA SAD2010 - 605.2
ADA SAD2010 - 603.3
ADULT MOUNTING HEIGHTS
TO
B.O
.4
0"
MA
X
2' -
0" 17
" M
AX
T.O
. C
ON
TR
OL
S4
8"
MA
X
34
" M
AX
27
" M
IN
8" MIN
11" MIN 9"
MIN
34
" M
AX
27
" M
IN
9"
MIN
TO
DIS
PE
NS
ER
15
" M
IN T
O 4
8"
MA
X
T.O
. C
ON
TR
OL
S4
4"
MIN
- 4
8"
MA
X
FLOOR MOUNTED WC59" MIN AT
WALL HUNG WC56" MIN AT
12" MAX42" MIN
C TO REAR WALL41" MAX - 39" MINL
GB-3
GB-2
GB-1
T.O
. G
RA
B B
AR
33
" M
IN -
36
" M
AX
7" TO 9"
1' -
6"
B.O
. G
RA
B B
AR
41
" M
AX
- 3
9"
MIN
18
" M
IN
48
" M
AX
60" MIN
1' - 6"
12" MIN 24" MIN
36" MIN
1' -
6"
T.O
. G
RA
B B
AR
33
" M
IN -
36
" M
AX
2' -
4"
5' -
9"
48
" M
AX 6' -
0"
48
" M
AX
40
" M
IN
15
" M
IN
RE
FL
EC
TIN
GS
UR
FA
CE
A. ACCESSIBLE URINAL SHALL PROVIDE CLEAR FLOOR SPACE PER ADA SAD 2010 - 605.3
B. ACCESSIBLE WATER CLOSETS SHALL PROVIDE CLEAR SPACE PER ADA SAD 2010 - 604.3.1
C. ACCESSIBLE LAVATORIES AND SINKS SHALL PROVIDE CLEAR SPACE PER ADA SAD 2010 - 606.2
D. ACCESSIBLE TOILET ROOMS SHALL PROVIDE A TURNING SPACE OF 60 INCHES IN DIAMETER PER ADA SAD 2010 - 304.3.1
E. ACCESSIBLE TOILET PARTITIONS SHALL COMPLY WITH ADA SAD 2010 - 604.8.1
F. EXPOSED PIPES AND SURFACES UNDER LAVATORIES AND SINKS SAHLL BE INSULATED PER ADA SAD 2010 - 606.5
GENERAL NOTES FOR ACCESSIBILITY
2 3 4
E
F
1' - 8 1/8"24 LOCKERS CENTERED
12' - 1 1/4" 1' - 8 1/8"
1' -
2 3
/4"
5' -
8 1
/4"
2' -
6 3
/4"
12
LO
CK
ER
S C
EN
TE
RE
D
6' -
1 1
/4"
2' -
6 3
/4"
12
LO
CK
ER
S C
EN
TE
RE
D
6' -
1 1
/4"
1' -
3 3
/8"
1' -
3 3
/8"
2412
1218
18
42
18
18
18
MIN
1' -
0"
EQ 6' - 0" EQEQ
1' -
3"
EQ
EQ
1' -
3"
EQ
EQ 6' - 0" EQ
EQ
1' -
3"
EQ 6' - 0"
S41
S41
S41
S41
S41
S41 S41
S41
S41
S41
S41
S41
S41
1' - 2 7/8"42 LOCKERS CENTERED
21' - 1 1/4" 6 7/8"
28
LO
CK
ER
S C
EN
TE
RE
D1
4' -
1 1
/4"
4' -
0 1
/8"
4' -
0"
2' -
0"
4' -
0"
1' -
3 1
/2"
42
28
20 36
18
2' - 4" 1' - 3" 2' - 4" 2' - 8" 2' - 4" 1' - 3" 2' - 4" 2' - 8" 5' - 0"
6' -
0"
3' -
0"
6' -
0"
24
24
1' -
3"
2' -
4"
2' -
6"
3' -
5"
4' - 0" 2' - 0" 4' - 0" 2' - 0"
28
14
1' - 9 1/4"
1' -
9 1
/4"
24 24
18
1' - 3" 2' - 4" 2' - 6" 2' - 4" 1' - 3" 2' - 4" 1' - 4"
18 18
30 30
S42
S42
S42
S41
S41S41
S41
S41
S41
A10.1
31
A10.1
33
12
A10.1
21
OFFICE
H025
OFFICE
H022
OFFICE
H021
OFFICE
H020
BREAK ROOM
H023
COMMONELECT
H017
HOLDING
H036
COMMANDSTAFF LKR RM
H037A
FEMALELOCKER RM
H013A
FEMALES
H013
MALES
H014
MALELOCKER RM
H014A
COURT ROOM
H035
STORAGE
H027
CORRIDOR
H000
AH022
AH021
XH025
AH023
XH020
XH017
XH013 XH014XH014A
XH027
XH037
AH037A
AH014A
XH014A
XH035B
XH035C
713
A11.132 31
30
30
S42S42
S42
4' -
6"
8' - 4"
ALIGN
A11.135 34
24
10.06
10.0622.02
22.03
22.03
22.03
10.06
10.06
22.01
22.01
22.01
22.01
10.01
10.05
10.0510.05
10.05
10.05
10.05
10.05
10.05
10.05
10.05
10.0510.0510.05
10.05
10.05
10.05
10.05
10.05
10.05 10.05
10.05
10.05
10.05
10.05
10.05
10.05
10.0510.08
10.01
10.01
10.01
10.08 10.08
10.08
10.08
10.01
10.01
10.01
08.01
WA
LL IN
FIL
L
3' -
4"
3"
07.01
WA
LL IN
FIL
L
3' -
4"
3"
07.01
07.01
4' - 0" 2' - 4"
10.05
EQ
1' -
3"
EQ
6' -
0"
3' -
0"
12
' - 0
"
12
' - 0
"
08.05
08.07
08.07
10.10
10.09
10.09
10.11
10.11
10.11
10.11
WALL INFILL3' - 4"
07.01
10.09
10.09
10.12
10.12
10.12
10.12
ALIGN
ALIGN
A10.1
13
S41
S41
A10.1
14
ADJUST EXISTING PLUMBING LINESFOR INSTALLATION OF NEW FIXTURE
EQ
EQ
6
H
I
56
A10.1
56
A10.1
45
A10.1
46
A10.1
A10.1
26
A10.1
16
A9.1
5
A9.14
VERIFY11' - 3 7/8"
9' -
10
"46
A10.1
AI001
AI001A
S43
S43
A11.1
51
52
LOBBY
I000A
SECURITYOFFICE
I001A
LOBBY
I001
INTAKE
I037
OFFICE
I038
VESTIBULE
I000
A11.153
54
4' -
0"
2' -
1"
2' - 1" 7' - 6"
6' -
8"
45
A10.1
09.03
08.04
08.04
08.02
08.0408.04
10.03
09.04
08.03
08.03
09.01
10.07
10.07
W1 W1
W2
W2
W4
W5
3' - 9" 3' - 9"
2' - 6" 2' - 6"
LINE OF SOFFIT ABOVE, ALIGN ALUMUNUM FRAMEWITH LINE OF SOFFIT
EQ EQ
08.06
28.01
O
M
S
28.02
DASHED LINE INDICATES
OPENING TO BE REMOTELY
RELEASED BY PUSH BUTTON
6
A11.1
14
11
1312
A11.1
21
24
23
22
SND
TTD
TTD
WOMENS
I003
MENS
I002
AI003
AI002
INSTALL NEW FIXTUREAT EXISTING FIXTURELOCATION
INSTALL NEW FIXTUREAT EXISTING FIXTURELOCATION
MRMR
INSTALL NEW FIXTUREAT EXISTING FIXTURELOCATION
10.06
10.06
22.03
22.03
22.01
22.01
22.02
10.11
10.11
08.02
08.02
O
M
S
O
M
S
LEGEND NOTES
© D
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REVISIONS
7/1
5/2
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1:4
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3 P
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100%CONSTRUCTIONDOCUMENTS
LARGE SCALEPLANS
A2.1
2739 E
. LA
S V
EG
AS
ST
,C
OLO
RA
DO
SP
RIN
GS
, C
O 8
0906
LO
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SCALE: 1/4" = 1'-0"A2.1
12 ENLARGED TOILET AND LOCKER ROOM PLAN
SCALE: 1/4" = 1'-0"A2.1
51 ENLARGED FLOOR PLANSCALE: 1/4" = 1'-0"A2.1
53 ENLARGED TOLET ROOM PLAN
07.01 INFILL EXISTING OPENING TO MATCH EXISTING WALLCONSTRUCTION
08.01 PROVIDE TRANSLUCENT FILM ON INSIDE OF WINDOWSURFACE
08.02 CARD ACCESS CONTROLLED DOOR
08.03 STOREFRONT WITH TRANSLUCENT FILM
08.04 BULLET RESISTANT TRANSACTION WINDOW ANDPASS-THRU TRAY
08.05 ,NEW SCHEDULED DOOR WITH KEY ACCESS
08.06 REMOTE ACCESS CONTROL
08.07 NEW SCHEDULED DOOR OPENING
09.01 BULLET RESISTANT WALL AND GLAZING
09.03 ADD BULLET RESISTANT LAYER TO EXISTING WALL
09.04 PATCH & TOUCH UP WALL AS NECESSARY TO MATCHADJACENT WALL FINISH AND TEXTURE
10.01 72"L X 15"W X 17 1/2"H WOOD BENCH WITH PEDESTALS
10.03 TRANSACTION DRAWER
10.05 NEW LOCKERS WITH SLANTED TOP AND COVERED BASE,VERIFY NUMBERING SEQUENCE WITH OWNER, TYPICAL
10.06 NEW TOILET PARTITION
10.07 OFCI WALL MOUNTED TV'S
10.08 48"L X 15"W X 17 1/2"H WOOD BENCH WITH PEDESTALS
10.09 24"X36" MIRROR
10.10 EXISTING BENCH TO REMAIN
10.11 SURFACE MOUNTED SOAP DISPENSER
10.12 EXISTING SHOWER PANS TO REMAIN
22.01 NEW SINK, CONNECT TO EXISTING DOMESTIC WATER,WASTE AND VENT PIPING
22.02 NEW URINAL, CONNECT TO EXITING DOMESTIC WATER,WASTE AND VENT PIPING
22.03 NEW WATER CLOSET, CONNECT TO EXISTING DOMESTICWATER, WASTE AND VENT PIPING
28.01 MOUNT PUSH BUTTON UNDER MILLWORK FOR REMOTERELEASE OF OPENING AI001. CONTRACTOR TOCOORDINATE WITH OWNERS REPRESENTATIVE ANDMILLWORK CONTRACTOR FOR FINAL LOCATION
28.02 INTEGRATE OPENING WITH PLC SYSTEM. CARD ACCESSSYSTEM TO OPEN DOOR VIA PLC SYSTEM DRY CONTACT.DOOR POSITION SWITCH AND OVERHEAD MOTIONSENSOR DEVICES TO INTEGRATE INTO PLC AS WELL.COORDINATE INTERFACE WITH OWNERS SECURITYELECTRONICS MAINTENANCE STAFF
A. REFLECTED CEILING PLAN GENERAL NOTES APPLY TO ALL REFLECTED CEILING PLAN SHEETS.
B. ALL CEILING GRIDS/PANELS SHALL BE CENTERED IN EACH ROOM UNLESS NOTED OTHERWISE.
C. CEILING HEIGHTS ARE NOTED ON THE REFLECTED CEILING PLAN UNLESS NOTED OTHERWISE.
D. ALL ELECTRICAL FIXTURES, SPEAKERS, SMOKE AND THERMAL DETECTORS, MECHANICAL GRILLES, SPRINKLER HEADS, ETC. SHALL BE CENTERED BETWEEN CEILING GRIDS UNLESS NOTED OTHERWISE. SPRINKLER HEADS SHALL BE WITHIN A 3" RADIUS CENTERED BETWEEN CEILING GRIDS.
E. IN ACOUSTICAL CEILING PANELS WITH SCORE IN THE CENTER, CENTER DEVICES REFERENCE IN NOTE D IN ONE HALF OF THE TILE. DO NOT LOCATE ON THE SCORE. FOR APC WITH MULTIPLE SCORED PATTERNS, COORDINATE LOCATION WITH THE ARCHITECT.
F. PROVIDE SUSPENSION SYSTEM AROUND ELECTRICAL FIXTURES, MECHANICAL GRILLES, DIFFUSERS, ETC. AT ACOUSTICAL PANEL CEILINGS.
G. ALL DIMENSIONS ON REFLECTED CEILING PLANS ARE ACTUAL AND ARE TO THE FOLLOWING UNLESS NOTED OTHERWISE:a. FACE OF FINISHED WALLb. FACE OF FINISHED BULKHEADSc. CENTERLINE OF COLUMNSd. CENTERLINE OF TEES
H. IN AREAS WITH EXPOSED STRUCTURE CEILINGS, COORDINATE EXACT LOCATIONS OF MECHANICAL GRILLES, DIFFUSERS, DUCTWORK AND ELECTRICAL FIXTURES WITH EACH REPRESENTATIVE SUBCONTRACTOR.
I. ALL WALLS EXTEND TO UNDERSIDE OF DECK EXCEPT THOSE SHOWN SHADED IN WHICH GYPSUM BOARD OR MASONRY EXTENDS MIN 4" ABOVE FINISHED CEILING. ALL METAL STUDS EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK.
REFLECTED CEILING PLANGENERAL NOTES
3 4 5 6 7 8 9 10
G
H
I
J
J.5
1.5
D
E
F
EXIST
9' - 0"
EXIST
9' - 0"
APC-1
9' - 0"
APC-1
9' - 0"
APC-1
9' - 0"
APC-1
9' - 0"
GYP
8' - 10"
GYP
8' - 10"
EXIST
8' - 0"
EXIST
8' - 0"
EXIST
8' - 0"
09.0709.07
09.0709.07
09.07
09.07
GYPSUM BOARDBULKHEAD
GYPSUM BOARDBULKHEAD
EXIST
15' - 0"
EXIST
8' - 0"
EXIST
9' - 0"
EXIST
9' - 0"
GYP
8' - 10"
GYPSUM BOARDBULKHEAD
LEGEND NOTES
© D
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up
REVISIONS
7/1
5/2
020
1:4
8:1
7 P
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100%CONSTRUCTIONDOCUMENTS
REFLECTEDCEILING PLAN
A3.1
2739 E
. LA
S V
EG
AS
ST
,C
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NORTHSCALE: 1/8" = 1'-0"
REFLECTED CEILING PLAN
09.07 NEW CEILING GRID AND CEILING TILE
DOOR AND FRAME SCHEDULEGENERAL NOTES
A. ALL HOLLOW METAL FRAMES SET IN METAL STUD WALLS SHALL BE FILLED WITH MINERAL WOOL BLANKET INSULATION.
B. GLASS TYPES FOR DOORS ARE INDICATED IN THE DOOR GLAZING COLUMN OF THE DOOR AND FRAME SCHEDULE. GLASS TYPES FOR FRAMES ARE INDICATED ON THE FRAME ELEVATIONS OR IN THE SPECIFICATIONS.
C. TO COORDINATE EXACT SIZE OF DOOR WITH MANUFACTURER.D. FRAME MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL
CONCEALED CONDUIT AND J-BOXES REQUIRED FOR SECURITY SYSTEM HARDWARE PRIOR TO MANUFACTURING OF HOLLOW METAL FRAMES AND COORDINATE WITH SECURITY HARDWARE AND DEVICES.
E. PROVIDE HEAD RECEIVERS AT ALUMINUM STOREFRONTS AND CURTAIN WALLS AS REQUIRED FOR STRUCTURAL DEFLECTION ALLOWANCE.
F. SEE SPECIFICATIONS HARDWARE SECTION FOR HARDWARE SETS NOTED IN DOOR AND FRAME SCHEDULE.
NOTE:
TTG = 1/4" TRANSLUCENT TEMPERED GLASSCTG= 1/4" CLEAR TEMPERED GLASSGL-1= BULLET RESISTANT GLASSWD = WOODHM = HOLLOW METAL
A B
3' -
7"
2' -
9"
4" 6"
SEE SCHEDSEE SCHED
SE
E S
CH
ED
SE
E S
CH
ED
1' -
0"
8"
SE
E S
CH
ED
SEE SCHED
6" 6"
C
TTG
A
SE
E S
CH
ED
2"
2" SEE SCHED 2"
5/8" GYPSUM BOARD BOTH SIDES, TYP
3-5/8" MTL STUD
TOP TRACK HEADER
SEALANT BOTH SIDES, TYP
1/2"
HOLLOW METAL FRAME,SEE SCHEDULE
DOOR, SEE SCHEDULE
1/2"
FILL HM FRAME WITH MINERAL WOOL INSULATION
DOOR, SEE SCHEDULE
JAMB ANCHOR
HOLLOW METAL FRAME,SEE SCHEDULE
DOUBLE STUDS AT JAMB
5/8" GYPSUM BOARD
SEALANT BOTH SIDES, TYP
1/2
"1
/2"
2" 2' - 2" 2"
2"
4' -
0"
2' -
10
"
GL-1
W1
4' -
3"
SPEAK-THRU
2"
4' -
0"
2' -
10
"
2" 3' - 0" 2"
4' -
3"
SP[EAK-THRUGL-1
W2
2" 3' - 0" 2" 3' - 0" 2" 3' - 0" 4"
9' - 10"
2"
7' -
8"
2"
8' -
0"
CTG CTG CTG
W4
4" 3' - 0" 2" 3' - 0" 2" 3' - 0" 2"1' - 3 7/8"
2"
2"
7' -
8"
2"
8' -
0"
VERIFY11' - 3 7/8"
LINE OF GYPSUM SOFFITABOVE, ALIGN FRAME WITHSOFFIT
W5
TTG TTG TTG TTG
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DOOR ANDFRAMESCHEDULE
A9.1
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_DOOR AND FRAME SCHEDULE_
NUMBER
PANEL FRAME
FIRERATING HARDWARE SET
DETAILS
COMMENTSNO. OFPANELS WIDTH HEIGHT THICKNESS MATERIAL GLASS TYPE DEPTH MATERIAL TYPE HEAD JAMB SILL
AH014A 1 3' - 0" 7' - 0" 1 3/4" WD A 5 3/4" HM A 06 15/A9.1 25/A9.1
AH021 1 3' - 0" 7' - 0" 1 3/4" WD B 5 3/4" HM A 03 15/A9.1 25/A9.1
AH022 1 3' - 0" 7' - 0" 1 3/4" WD B 5 3/4" HM A 03 15/A9.1 25/A9.1
AH023 1 3' - 0" 7' - 0" 1 3/4" WD B 5 3/4" HM A 02 15/A9.1 25/A9.1 KEY ACCESS CONTROL
AH028 1 3' - 0" 7' - 0" 1 3/4" WD B 5 3/4" HM A 03 15/A9.1 25/A9.1
AH037A 1 3' - 0" 7' - 0" 1 3/4" WD A 5 3/4" HM A 05 15/A9.1 25/A9.1
AI001 1 3' - 0" 7' - 0" 1 3/4" HM A 5 3/4" HM A 01 15/A9.1 25/A9.1 REMOTE ACCESS CONTROL AND CARDREADER
AI001A 1 3' - 0" 7' - 10" 1 3/4" Glass C 4 1/2" ALUM W5 04
AI002 1 3' - 0" 7' - 0" 1 3/4" HM EXIST 5 3/4" HM EXIST EX-01 EXIST EXIST EXISTING DOOR AND FRAME TO REMAIN.PROVIDE CARD READER ACCESS
AI003 1 3' - 0" 7' - 0" 1 3/4" HM EXIST 5 3/4" HM EXIST EX-01 EXIST EXIST EXISTING DOOR AND FRAME TO REMAIN.PROVIDE CARD READER ACCESS
SCALE: 1/4" = 1'-0"
DOOR TYPESSCALE: 1/4" = 1'-0"
INTERIOR FRAME ELEVATIONS
SCALE: 3" = 1'-0"A9.1
15 DOOR HEAD DETAIL
SCALE: 3" = 1'-0"A9.1
25 DOOR JAMB DETAIL
SCALE: 1/8" = 1'-0"
WINDOW TYPES
SCALE: 12" = 1'-0"
HARDWARE SETS
2' -
6"
BULLET RESISTANT THRU-WALL TRANSACTION DRAWER
LEVEL 3 BULLET RESISTANT FIBERGLASS PANEL, UL752
5/8" TYPE "X" GYPSUM BOARD EA. SIDEOF METAL STUD FRAMING
METAL TRACK
BOX FRAME AROUND PERIMETER
RECEPTIONLOBBY
HOLLLOW METAL FRAME -GROUT SOLID - REFER TO WINDOW SCHEDULE AND ELEVATIONS
1 1/4" x 1 1/4" x 1/8" STEEL ANGLE METAL STOP
BULLET RESISTANT SPEAK THRU
T.O. COUNTER
2'-10"
RECEPTIONLOBBY
STAINLESS STEELCOUNTER
16" WIDE INTEGERAL 16 GA. STAINLESS STEEL DIP TRAY
GLAZING - REFER TO WINDOW SCHEDULE
2"
1' - 3" 2' - 1"
CONTINUOUS 1/4" BENT STEEL ANGLE EACH SIDE
2X NAILER WITH ANCHORS AT 2'-0" O.C.
FILE CASEWORK BY OWNER
WINDOW R.O.
7'-0"
STAINLESS STEEL BENT METAL BRACKET FULL WIDTH OF OPENING
BENT RETURNS AT PERMITER OF COUNTERTOP
BULLET-RESISTANTPANEL, RE: SPECS
WALL TYPE PER PLANS
6"
CONCRETE PAVINGAT APRON, SLOPE TODRAIN AWAY FROM BLDG
EXPANSION MAT'LAND SEALANT
ARCHITECTURAL BOLLARD, RE: SPECS
4' -
0"
1' - 6"
1' - 6" DIA CONCRETEFOOTING
SLOPED CONCRETEBASE
CORNER MULLION
ALUMINUM STOREFRONT SYSTEM
90.00°
4 1/2"
4 1/
2"
CLEAR TEMPERED GLAZING
TEMPERED GLAZING WITH TRANSLUCENT FILM
NOTE:
1. TOP OF CABINET TO BE 5'-0" A.F.F. VERIFY ROUGH OPENING DIMENSION WITH CABINET MFR. - TOP OF RO @ 4'-8" A.F.F.
2. VERIFY DIMENSIONS AND WALL SUPPORT REQUIREMENTS WITH CABINET MFR.3. PROVIDE FIRE RATED CABINET ASSEMBLY AT FIRE RATED WALL LOCATIONS.4. PROVIDE ACCESSIBLE TYPE HARDWARE MOUNTED @ 48" H. MAX. TO HANDLE5. FIRE EXTINGUISHER HANDLE 48" A.F.F. MAX.6. VERIFY FIRE EXTINGUISHER CABINET IS APPROPRIATE SIZE FOR WALL DEPTH.
RE: PLANS FOR WALL TYPE
GWB/METAL STUD WALL -SEE PLANS FOR WALL TYPE
FIRE EXTINGUISHER CABINET AS SPECIFIED
AT GWB WALL
6"
6 1/
2"
2 1/
2"
R.O
.
4"
1' - 1"
10 1/2" R.O.
TEMPERED GLAZING WITH TRANSLUCENT FILM
ALUMINIUM STOREFRONTSYSTEM
WALLEXISTING
SHIM & CONTINUOUS SEALANT, BOTH SIDES TYP
2
1' - 8 3/4"
1' -
11
1/4
"
HATCHED AREA REPRESENTSEXISTING WALL CONSTRUCTION
NEW METAL LOCKERSAS SPECIFIED
S41S41
S42S41
S41
S41
S41
ALIGN NEW CONSTRUCTIONWITH EXISTING WALL
NEW METAL LOCKERSAS SPECIFIED
NEW METAL LOCKERSAS SPECIFIED
1' - 9 7/8"
1' -
0"
S41
S41
S41
S42
S41
S41
S41
S42
1' -
3 5
/8"
1' -
4"
1' - 2 3/4"
1' - 7 1/8"
NEW METAL LOCKERSAS SPECIFIED
NEW METAL LOCKERSAS SPECIFIED
NEW METAL LOCKERSAS SPECIFIED
2
E
VE
RIF
Y1
' - 3
1/2
"
HATCHED AREA REPRESENTSEXISTING WALL CONSTRUCTION
S41
S41NEW METAL LOCKERSAS SPECIFIED
1' - 9 7/8"
EXISTING WINDOW TO REMAIN
CONC SUBSTRATE
RF TO CPT
CPT
REDUCER STRIP
TILE
CONC SUBSTRATE
CPT TO CONC
CPT
REDUCER STRIP
CONC
A B
CONC SUBSTRATE
LVT/RF TO CONC
LVT/RF
REDUCER STRIP
CONC
CNOTE: FLOOR FINISH CHANGES SHALL OCCUR UNDER THE COMMUNICATING DOOR, UNO.
NOTE: FLOOR FINISH CHANGES SHALL OCCUR UNDER THE COMMUNICATING DOOR, UNO.
NOTE: FLOOR FINISH CHANGES SHALL OCCUR UNDER THE COMMUNICATING DOOR, UNO.
CPT TO CPTD
NOTE: FLOOR FINISH CHANGES SHALL OCCUR UNDER THE COMMUNICATING DOOR, UNO.
CARPET RUBBER TRANSITION STRIPCARPET
CARPET
4"
METAL LOCKER,RE: SPECIFICATIONS
MANUFACTURERS 4" BASE
EXISTING CONCRETE SLAB
WALL RTPE, RE: PLANS
METAL PEDESTALS
EXISTING CONCRETE SLAB
BENCH, RE: SPECS
1' -
5 1
/2"
1' - 3" RE: PLAN FOR BENCH LENGTH
+2'-6" AFF
+2'-10" AFF
OFFICE SIDE LOBBY SIDE
VERIFY 1' - 1"
4" 1' - 3"
PLAM COUNTER
BULLET RESISTANT SPEAK THRU
STAINLESS STEELCOUNTER
16" WIDE INTEGERAL 16 GA. STAINLESS STEEL DIP TRAY
CONTINUOUS 1/4" BENT STEEL ANGLE EACH SIDE
STAINLESS STEEL BENT METAL BRACKET FULL WIDTH OF OPENINGBENT RETURNS AT PERMITER OF COUNTERTOP
EXISTING WALL
HOLLLOW METAL FRAME -GROUT SOLID - REFER TO WINDOW SCHEDULE AND ELEVATIONS
1 1/4" x 1 1/4" x 1/8" STEEL ANGLE METAL STOP
GLAZING - REFER TO WINDOW SCHEDULE
WINDOW R.O.
7'-0"
2"
4
F
2"
S41
S41
HATCHED AREA REPRESENTSEXISTING WALL CONSTRUCTION
NEW METAL LOCKERSAS SPECIFIED
S41
S41
S41
S42
1' - 8 3/4"
1' -
4"
HATCHED AREA REPRESENTSEXISTING WALL CONSTRUCTION
NEW METAL LOCKERSAS SPECIFIED
3' -
0"
IN FIELD39'-9" VERIFY 2"
1' -
6"
1' -
6"
6'-0" MAX
1 1/2" DIATMETER HANDRAIL. PAINTEDGALVANIZED METAL
EXISTING WALL
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GENERALBUILDINGDETAILS
A10.1
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SCALE: 1 1/2" = 1'-0"A10.1
56 TRANSACTION DRAWER
SCALE: 3/4" = 1'-0"A10.1
46 TRANSACTION COUNTER SECTION
SCALE: 1/2" = 1'-0"A10.1
36 BOLLARD DETAIL
SCALE: 3" = 1'-0"A10.1
26 INTERIOR STOREFRONT CORNER MULLION
SCALE: 1 1/2" = 1'-0"A10.1
55 FIRE EXTINGUISHER CABINET
SCALE: 3" = 1'-0"A10.1
16 INTERIOR STOREFRONT JAMB
SCALE: 1 1/2" = 1'-0"A10.1
31 PLAN DETAILSCALE: 1 1/2" = 1'-0"A10.1
33 PLAN DETAIL
SCALE: 1 1/2" = 1'-0"A10.1
21 PLAN DETAIL
SCALE: 1 1/2" = 1'-0"A10.1
51 TYP. FLOOR TRANSITION DETAILS
SCALE: 1 1/2" = 1'-0"A10.1
15 LOCKER BASE DETAIL
SCALE: 1 1/2" = 1'-0"A10.1
25 BENCH DETAIL
SCALE: 3/4" = 1'-0"A10.1
45 TRANSACTION WINDOW COUNTER SECTION
SCALE: 1 1/2" = 1'-0"A10.1
13 PLAN DETAILSCALE: 1 1/2" = 1'-0"A10.1
14 PLAN DETAIL
SCALE: 1/2" = 1'-0"A10.1
41 EXTERIOR HANDRAIL ELEVATION
VERIFY IN FIELD6' - 5 3/4"
14
A11.2
10.0510.09 10.09
22.01 22.01
4' -
0"
XH014A
TB-1
TL-1
SS-1
10.1110.11
NOTE:NO TILE BEHIND MIRROR. MIRROR TO SIT FLUSHAGAINST WALL.
4' -
0"
VERIFY IN FIELD4' - 6 1/2"
14
A11.2
TL-1
TB-1
PAINTEDGYPSUMBOARD
AI003
TC-1SS-1
22.03
10.09
22.01
10.11
NOTE:NO TILE BEHIND MIRROR. MIRROR TO SIT FLUSHAGAINST WALL.
4' -
0"
TL-1
TB-1
PAINTEDGYPSUMBOARD
SS-1
22.01
10.09
10.11
4' -
0"
TL-1
TB-1
PAINTEDGYPSUMBOARD
22.03
4' -
0"
TL-1
TB-1
PAINTEDGYPSUMBOARD
TC-1
4' -
0"
TL-1
TB-1
PAINTEDGYPSUMBOARD
TC-1
4' -
0"
TL-1
TB-1
PAINTEDGYPSUMBOARD
SS-1
22.01
10.09
10.11
4' -
0"
14
A11.2
AI002
10.09
22.03
22.02
22.01
TL-1
TB-1
PAINTEDGYPSUMBOARD
TC-1
10.09
NOTE:NO TILE BEHIND MIRROR. MIRROR TO SIT FLUSHAGAINST WALL.
4' -
0"
22.03
TL-1
TB-1
PAINTEDGYPSUMBOARD
6
4' -
2"
2' -
10
"
2' - 6"2' - 6"2' - 6"
AI001
LINE OF EXISTINGCEILING
2' -
6"
EQEQ
TRANSACTIONDRAWER
56
A10.1
46
A10.1
46
A10.1
EXISTING COLUMNS
4" RUBBER BASE
W1 W1
3' - 4" 2' - 4" 3' - 4"
2' -
10
"4
' - 2
"
2' -
6"
TRANSACTION DRAWER
RUBBERBASE
56
A10.1
W2 W2
45
A10.1
45
A10.1 2' -
6"
3' - 4" 2' - 4" 3' - 4"
TRANSACTIONDRAWER
PLAM-1COUNTER WITH SUPPORTBRACKETS
W2 W2
2' -
6"
PLAM-1 COUNTERWITH SUPPORTBRACKETS
2' - 1" 7' - 6"
4' -
0"
XH014
22.02
22.03
10.05TL-1
TB-1
PAINTEDGYPSUMBOARD
TC-1
PAINTEDGYPSUMBOARD
EXISTING SHOWERPANS TO REMAIN
4' -
0"
TILE IN SHOWERSTO BE FULL HEIGHT
22.0322.03
TL-1
TB-1
XH013
TC-1
TC-1
PAINTEDGYPSUM BOARD
EXISTING SHOWERPANS TO REMAIN
4' -
0"
VERIFY IN FIELD6' - 1"
14
A11.2
PAINTED GYPSUMBOARD
TL-1
SS-1
10.0510.09 10.09
22.01 22.01TB-1
10.1110.11
NOTE:NO TILE BEHIND MIRROR. MIRROR TO SIT FLUSHAGAINST WALL.
LEGEND NOTES
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INTERIORELEVATIONS
A11.1
2739 E
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SCALE: 1/4" = 1'-0"A11.1
31 MALES H014 INTERIOR ELEVATION
SCALE: 1/4" = 1'-0"A11.1
11 WOMENS I003 ELEVATIONSCALE: 1/4" = 1'-0"A11.1
12 WOMENS I004 ELEVATIONSCALE: 1/4" = 1'-0"A11.1
13 WOMENS I003 ELEVATIONSCALE: 1/4" = 1'-0"A11.1
14 WOMENS I003 ELEVATION
SCALE: 1/4" = 1'-0"A11.1
21 MENS I002 ELEVATIONSCALE: 1/4" = 1'-0"A11.1
22 MENS I002 ELEVATIONSCALE: 1/4" = 1'-0"A11.1
23 MENS I002 ELEVATIONSCALE: 1/4" = 1'-0"A11.1
24 MENS I002 ELEVATION
SCALE: 1/4" = 1'-0"A11.1
51 LOBBY I100A INTERIOR ELEVATIONSCALE: 1/4" = 1'-0"A11.1
52 LOBBY I100A INTERIOR ELEVATIONSCALE: 1/4" = 1'-0"A11.1
53 INTAKE I037 INTERIOR ELEVATIONSCALE: 1/4" = 1'-0"A11.1
54 INTAKE I037 INTERIOR ELEVATION
SCALE: 1/4" = 1'-0"A11.1
32 MALES H014 INTERIOR ELEVATIONSCALE: 1/4" = 1'-0"A11.1
34 MALES H014 INTERIOR ELEVATIONSCALE: 1/4" = 1'-0"A11.1
35 MALES H014 INTERIOR ELEVATION
10.05 NEW LOCKERS WITH SLANTED TOP AND COVERED BASE,VERIFY NUMBERING SEQUENCE WITH OWNER, TYPICAL
10.09 24"X36" MIRROR
10.11 SURFACE MOUNTED SOAP DISPENSER
22.01 NEW SINK, CONNECT TO EXISTING DOMESTIC WATER,WASTE AND VENT PIPING
22.02 NEW URINAL, CONNECT TO EXITING DOMESTIC WATER,WASTE AND VENT PIPING
22.03 NEW WATER CLOSET, CONNECT TO EXISTING DOMESTICWATER, WASTE AND VENT PIPING
A. PROVIDE SEALANT AT ALL PERIMETER JOINTS WHERE COUNTERTOPS, BACK AND SIDE SPLASHES, CASEWORK AND MILLWORK ABUT WALLS.
CASEWORK AND MILLWORK GENERAL NOTES
EXISTING WALL
1/2" SOLID SURFACE COUNTER OVER 3/4" MARINE GRADE PLYWD SUBSTRATE (TYP)
UNDERMOUNT SINK- SEE PLUMBING
FAUCET- SEE PLUMBING
RACKS MADE TO ORDER EHV-VANITY SUPPORTS WITH PLAM REMOVABLE ACCESS PANEL, ATTACH TO FURRING STRIPS, WHERE OCCURS
MIRROR
WALL TILE AS SCHED.
1' -
1"
1' -
4"
5"
7"
WALL TILE AS SCHED.(TO UNDERSIDE OF COUNTERTOP)
9"
8" MIN
2' -
3"
7" MAX 6" MAX 11" MIN
1' - 5" MIN
MA
X A
FF
2' -
10"
STEEL ANGLE
RACKS COUNTER SUPPORT BRACKET, FLUSH MOUNT INSTALLATION
BLOCKING AS REQUIRED
WALL TYPE PER PLAN
2"x2" EDGE NAILER
1 1/2" x 1 1/2" STEEL ANGLE 24" VERTICAL LEG 18" HORIZONTAL LEG FASTEN TO METAL STUDS @ 16" O.C.
FASTEN WITH #10 SCREW @ 6" O.C.
COUNTERTOP, SEE ELEVATIONS FOR FINISH MATERIAL
SE
E E
LE
VA
TIO
NS
WALL FINISH, PER SCHEDULE
SEE PLAN
RESILIENT BASE
4"
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INTERIORELEVATIONS
A11.2
2739 E
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SCALE: 1" = 1'-0"A11.2
14 COUNTER LAV DETAIL- SOLID SURFACESCALE: 1" = 1'-0"A11.2
15 TYP. WALL MOUNTED COUNTER
A. ROOM FINISH SCHEDULE GENERAL NOTES APPLY TO ALL ROOM FINISH SCHEDULE SHEETS.
B. SEE SPECIFICATION FOR PAINTING OF ITEMS NOT NOTED IN THE ROOM FINISH SCHEDULE.
C. ALL GYPSUM WALLBOARD BULKHEADS SHALL BE PAINTED P-1 UNLESS NOTED OTHERWISE.
D. SEE REFLECTED CEILING PLANS FOR CEILING MATERIAL AND HEIGHT.
E. CEILING HEIGHTS, AS NOTED ON THE REFLECTED CEILING PLANS, ARE MEASURED FROM FINISH FLOOR OF SCHEDULED ROOM. FIELD VERIFY EXISTING HEIGHTS AND MATCH EXISTING
F. CONTRACTOR SHALL FURNISH AND INSTALL WALL BASE AROUND CASEWORK AND MILLWORK.
G. WHERE FLOOR FINISH CHANGES FROM ONE ROOM TO ANOTHER, SET JOINT OF THE MATERIALS AT THE CENTER OF THE COMMUNICATING DOOR.
ROOM FINISH SCHEDULEGENERAL NOTES
FLOOR NOTES:
1. SEE SHEET A13.1 FOR FLOOR PATTERN.2. SEE SHEET A13.1 FOR CERAMIC TILE FLOOR PATTERN.3. THIN-SET CERAMIC TILE FLOORS.
WALL NOTES:
1. SEE SHEET A11.1 FOR CERAMIC TILE WALL ELEVATIONS.2. CERAMIC TILE WAINSCOT TO 4'-0" ABOVE FINISH FLOOR.
CEILING NOTES:
1. SEE REFLECTED CEILING PLANS FOR CEILING ACCENT PAINT COLORS AND LOCATIONS
ROOM FINISH SCHEDULESPECIFIC NOTES
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INTERIORSCHEDULES
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FINISH SCHEDULE - CFCI
MaterialNumber DESCRIPTION MANUFACTURER PRODUCT SIZE COLOR/FINISH NOTES
09 30 00 Tiling
CT-1 Floor Tile DALTILE 12" X 12" TBD
TB-1 Cove Tile Base DALTILE 4" X 12" TBD
TL-1 Wall Tile DALTILE 6" X 6" TBD
TL-2 Wall Tile DALTILE TBD
066400 CUSTOM CASEWORK
PLAM-1 PLASTIC LAMINATE
088000 GLAZING
GF-1 GLAZING FILM 3M
GL-1 BULLET RESISTANT GLAZING
GL-2 GLAZING CLEAR TEMPERED
095100 ACOUSTIC CEILING TILE
APC-1 STANDARD CEILING PANEL
096500 RESILIENT FLOORING
RB-1 RESILIENT BASE JOHNSONITE 4" MATCH EXISTING
RF-1 RESILIENT FLOORING - FIELD ARMSTRONG VINYL COMPOSITION TILE 12" X 12" TBD
RF-2 RESILIENT FLOORING - ACCENT ARMSTRONG VINYL COMPOSITION TILE 12" X 12" TBD
RF-3 RESILIENT FLOORING - LOGO ARMSTRONG VINYL COMPOSITION TILE 12" X 12" TBD
096800 CARPET
CPT-1 CARPET TANDUS TBD 24" X 24"
CPT-2 CARPET TANDUS TBD 24" X 24"
WOC-1 WALK-OFF CARPET TANDUS TBD 24" X 24"
099000 PAINTING
PT-1 FIELD PAINT SHERWIN WILLIAMS LOW VOC, PREMIUM PAINT COLOR TBD; FLAT FINISH
PT-2 ACCENT PAINT SHERWIN WILLIAMS LOW VOC, PREMIUM PAINT COLOR TBD; FLAT FINISH
102100 TOILET COMPARTMENTS
TC-1 TOILET COMPARTMENT ASI SOLID PHENOLIC COLOR TBD ANCHORED/OVERHEAD BRACED
123661 SOLID SURFACING
SS-1 SOLID SURFACE TBD COLOR TBD
_ROOM FINISH SCHEDULE_
ROOM
FLOOR FINISH BASE FINISH MATERIAL
WALL
COMMENTSNUMBER NAME NORTH EAST SOUTH WEST
H013 FEMALES CT-1 TL-1
H013A FEMALE LOCKER RM CPT-1 RB-1
H014 MALES CT-1 TL-1
H014A MALE LOCKER RM CPT-1 RB-1
H037 VESTIBULE CPT-1 RB-1
H037A COMMAND STAFF LKR RM CPT-1 RB-1
I002 MENS CT-1 TL-1
I003 WOMENS CT-1 TL-1
REF.
INTERIOR FINISH PLANGENERAL NOTES
A. INTERIOR FINISH PLAN GENERAL NOTES APPLY TO ALL INTERIOR FINISH PLAN SHEETS.
B. NOT ALL FLOOR AND WALL FINISHES ARE NOTED ON THE INTERIOR FINISH PLANS. SEE ROOM FINISH SCHEDULE FOR FLOOR AND WALL FINISHES NOT NOTED.
C. FLOOR PATTERN DIMENSIONS AND LOCATIONS ARE APPROXIMATE. MINOR ADJUSTMENTS MAY BE MADE FOR LAYOUT AND TO MINIMIZE WASTE AS LONG AS THE DESIGN INTENT IS MAINTAINED.
D. FOR FLOOR TILE PRODUCTS, ADJUST LAYOUT AS NECESSARY TO AVOID USING CUT WIDTHS THAT EQUAL LESS THEN ONE-HALF OF A TILE AT ROOM PERIMETER.
2 3 4 5 6 7 8 9 10
9.48.9
G
H
I
J
J.5
1.5
D
E
F
3' -
4"
PT-1
RB-1
CPT-1
COMMAND STAFF LKR RM
H037A
PT-1
RB-1
CPT-1
FEMALE LOCKER RM
H013A
PT-1
TL-1
CT-1
FEMALES
H013
09.0609.06
09.0609.0609.0609.06
CT
CP
T
CT
CP
T
PT-1
RB-1
CPT-1
MALE LOCKER RM
H014A
PT-1
RB-1
CPT-1
VESTIBULE
H037
PT-1
TL-1
CT-1
MALES
H014
TL-1/PT-1
TL-1
CT-1
WOMENS
I003
TL-1/PT-1
TL-1
CT-1
MENS
I002
PT-1
RB-1
EXIST
LOBBY
I000A
-
-
EXIST
VESTIBULE
I000
PT-1
RB-1
RF-1,2,3
LOBBY
I001
RF-3
8'-0" DIA. FLOOR LOGO
EQ EQ
09.05
09.06
09.06
09.06
09.06
LEGEND NOTES
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INTERIOR FINISHPLAN
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SCALE: 1/8" = 1'-0"A13.1
2 FIRST FLOOR FINISH PLAN
WALL
BASE
FLOOR
09.05 NEW EL PASO COUNTY INSIGNIA - 8'-0" DIA
09.06 NEW TILE FLOORING, RE: FINISH PLAN AND SCHEDULE
S D
SYMBOL
DOUBLE SINGLEABBR DESCRIPTION
RETURN DUCT UP
SUPPLY DUCT UP
OUTSIDE AIR DUCT UP
EXHAUST DUCT UP
RETURN DUCT DN
ROUND DUCT UP
ROUND DUCT DN
ROUND DUCT RISE
ROUND DUCT DROP
RADIUS ELBOW DUCT RISE
CAPPED DUCT
FIRE SMOKE DAMPER
FIRE DAMPER
SMOKE DAMPER
MOTORIZED DAMPER
RA
SA
OA
EA
RA
FSD
FD
SD
MD
SA
OA
EA
SUPPLY DUCT DN
OUTSIDE AIR DUCT DN
EXHAUST DUCT DN
ABBR DESCRIPTION ABBR DESCRIPTION ABBR DESCRIPTION
RADIUS ELBOW DUCT DROP
MITRED ELBOW DUCT RISE
MITRED ELBOW DUCT DROP
MITRED ELBOW
VANED ELBOW
RADIUS ELBOW
RECT.-TO-ROUND DUCT TRANSITION
DUCT TRANSITION
MANUAL VOLUME DAMPER W/ LOCKING
QUADRANT
MVD
CONICAL SPIN-IN FITTING W/ MANUAL VOLUME DAMPER
CONICAL TAP
FLEXIBLE DUCT CONNECTOR
FC
LOW PRESSURE FLEXIBLE DUCT
HVAC:
SYMBOL
SUPPLY DIFFUSER4-WAY THROW
SUPPLY DIFFUSER3-WAY THROW
SUPPLY DIFFUSER2-WAY THROW
SUPPLY DIFFUSER1-WAY THROW
RETURN AIR GRILLE
EXHAUST AIR GRILLE
CEILING ACCESS PANEL
AP
AIR TERMINALS:
MECHANICAL LEGEND
PIPING: SUPPLY PIPING (TYPE ABBR. AND
DESCR. NEXT COLUMN)
CHILLED WATER SUPPLY
CHWS
CHILLED WATER RETURN
CHWR
CONDENSER WATER SUPPLY
CWS
CONDENSER WATER RETURN
CWR
PROCESS COOLING WATER SUPPLY
PCS
PROCESS COOLING WATER RETURN
PCR
SYMBOL
RSREFRIGERANT
SUCTION
RLREFRIGERANT
LIQUID
RLREFRIGERANT
LIQUID
VALVES:
GV GATE VALVE
CV CHECK VALVE
PRVPRESSURE
REDUCING VALVE
SV SOLENOID VALVE
BLV BALANCING VALVE
GLVGLOBE VALVE
(STRAIGHT PATTERN)
BFV BUTTERFLY VALVE
BV BALL VALVE
PV PLUG VALVE
DVHOSE END DRAIN
VALVE
TCVAUTOMATIC TEMP. CONTROL VALVE,
2-WAY
GLVGLOBE VALVE
(ANGLE PATTERN)
TCVAUTOMATIC TEMP. CONTROL VALVE,
3-WAY
TPRTEMPERATURE/
PRESSURE RELIEF VALVE
STRSTRAINER W/
BLOW-OFF VAVLVE & CAPPED HOSE
END
FV FLOW VENTURI
SYMBOL
SYMBOLS:AIR TERMINAL
CALLOUT, TYP (X) DEVICES
1i
-
1i
-
MECHANICAL EQUIPMENT TAG
(POWERED)
MECHANICAL EQUIPMENT TAG (NON-POWERED)
RETURN/EXHAUST AIR FLOW SYMBOL
SUPPLY AIR FLOW SYMBOL
1
A101
SIMSECTION MARKER
SHEET KEY NOTE
T
TS
H
PS
CD
CO
THERMOSTAT
SPACE TEMPERATURE
SENSOR
HUMIDISTAT
SPACE PRESSURE SENSOR
CARBON DIOXIDE SENSOR
CARBON MONOXIDE SENSOR
DUCT MOUNTED SMOKE DETECTOR
SD SUCTION DIFFUSER
GLOW PRESSURE GAS(0.5 PSI OR
LESS)
MGMEDIUM PRESSURE GAS (0.5 TO 2 PSI)
LVG LEAVING
MA MAKE-UP AIR
MAX MAXIMUM
MCA MINIMUM CIRCUIT AMPACITY
MBH THOUSAND BTUH
MCC MOTOR CONTROL CENTER
MIN MINIMUM
MOCP MAX OVER CURRENT PROTECTION
MTL METAL
NC NOISE CRITERIA
(N) NEW
NTS NOT TO SCALE
OA OUTSIDE AIR
O.C. ON CENTER
OPNG OPENING
P PUMP
PD PRESSURE DROP/ DIFFERENTIAL
PF PRE-FILTER
PRESS PRESSURE
PSIG POUNDS PER SQUARE INCH GAUGE
PWL SOUND POWER LEVEL
QTY QUANTITY
RA RETURN AIR
(R) RELOCATE
REF REFERENCE
RF RETURN FAN
RH RELATIVE HUMIDITY
RLA RUNNING LOAD AMPS
RPM REVOLUTION PER MIN.
RQD REQUIRED
SA SUPPLY AIR
SCFM STANDARD AIR CUBIC FEET PER MINUTE
SF SUPPLY FAN
SHT SHEET
SPECS SPECIFICATIONS
SP STATIC PRESSURE
SQ SQUARE
SQFT SQUARE FOOT
SS STAINLESS STEEL
ST SOUND TRAP
TG TRANSFER GRILLE
TOD TOP OF DUCT
TSP TOTAL STATIC PRESSURE
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
UTR UP THRU ROOF
VAV VARIABLE AIR VOLUME
VEL VELOCITY
VFD VARIABLE FREQUENCY DRIVE
VSD VARIABLE SPEED DRIVE
VTR VENT THRU ROOF
WB WET-BULB
WF WATER FILTRATION
W/ WITH
W/0 WITHOUT
ABBREVIATIONS:
ABBR DESCRIPTION
FITTINGS:
CR CONCENTRIC REDUCER
ERECCENTRIC REDUCER
P&TPRESSURE/
TEMPERATURE PORT TAPS
U UNION
EJ EXPANSION JOINT
FC FLEXIBLE PIPE CONNECTOR
AC ALIGNMENT GUIDE
AN PIPE ANCHOR
FS FS FLOW SWITCH
PS PS PRESSURE SWITCH
PGPRESSURE GAUGE W/ GAUGE COCK
STEAM TRAP
ELBOW UP
ELBOW DN
TEE UP
TEE DN
ABBR DESCRIPTION
(NOT ALL SYMBOLS LISTED BELOW ARE USED IN THIS SET OF MECHANICAL DRAWINGS)
A101
1SIM
DIAGRAM CALLOUT
HEATING WATER SUPPLY
HWS
HEATING WATER RETURN
HWR
HIGH TEMP. HOT WATER SUPPLY
HTWS
HIGH TEMP. HOT WATER RETURN
HTWR
LOW PRESSURE STEAM SUPPLY
LPS
MEDIUM PRESSURE STEAM SUPPLY
MPS
HIGH PRESSURE STEAM SUPPLY
HPS
LOW PRESSURE STEAM CONDENSATE
RETURN
LPR
MPR
HPR
MEDIUM PRESSURE STEAM CONDENSATE
RETURN
HIGH PRESSURE STEAM CONDENSATE
RETURN
PRPUMPED
CONDENSATE RETURN
SCW SOFT COLD WATER
ACONTROL AIR (PNEUMATIC)
BD BOILER BLOW DOWN
BF BOILER FEED
BO BLOW OFF
CF CHEMICAL FEED
DR EQUIPMENT DRAIN
D INDIRECT DRAIN
PIPING:
RETURN PIPING (TYPE ABBR. AND
DESCR. NEXT COLUMN)
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M0.1
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MECHANICALSPECIFICATIONS
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BASIC MECHANICAL REQUIREMENTS
1. CONDITIONS1.1. UNLESS OTHERWISE NOTED, THE WORK DESCRIBED ON THE PLANS AND SPECIFICATIONS SHALL INCLUDE THE FURNISHING AND INSTALLATION OF ALL LABOR AND MATERIALS NECESSARY FOR COMPLETE AND OPERATIONAL
HVAC PLUMBING SYSTEMS. CONTRACTOR SHALL FURNISH THESE EVEN IF ITEMS REQUIRED TO ACHIEVE THIS (I.E. OFFSETS, ISOLATION AND BALANCING DEVICES, MAINTENANCE CLEARANCES, ETC.) ARE NOT SPECIFICALLY SHOWN.
1.2. ALL CAPACITIES ARE SCHEDULED AT A JOBSITE ALTITUDE OF 6200 FT ABOVE SEA LEVEL2. CODES AND REGULATIONS
2.1. COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES, REGULATIONS AND ORDINANCES, AND THE LATEST APPLICABLE REQUIREMENTS OF THE 2015 INTERNATIONAL BUILDING, MECHANICAL AND ENERGY CONSERVATION CODES, INTERNATIONAL PLUMBING CODE, FUEL GAS, AND ENERGY CONSERVATION CODES, LATEST EDITIONS OF NFPA, PPRBD REGIONAL AMENDMENTS, AND REGULATIONS OF THE UTILITY COMPANY FURNISHING SERVICE AS INTERPRETED BY THE LOCAL INSPECTION AUTHORITY WHO SHALL HAVE FINAL JURISDICTION.
2.2. COMPLY ALSO WITH ALL OSHA REQUIREMENTS AND DIRECTIVES.3. DEFINITIONS
3.1. DEFINITIONS OF DIVISION 1 AND GENERAL CONDITIONS OF THIS SPECIFICATION ALSO APPLY TO DIVISIONS 21-23 CONTRACT.3.2. "PROCUREMENT REQUIREMENTS" CONSTITUTE THE SOLICITATION, INSTRUCTIONS FOR PROCUREMENT, AVAILABLE INFORMATION, AND PROCUREMENT FORMS AND SUPPLEMENTS.3.3. “CONTRACT DOCUMENTS” CONSTITUTE THE CONTRACTING REQUIREMENTS, SPECIFICATIONS, CONTRACT DRAWINGS, PRE-CONTRACT REVISIONS (ADDENDA), CLARIFICATIONS AND PROPOSALS, AND CONTRACT MODIFICATIONS
PREPARED BY ARCHITECT FOR CONTRACTOR'S BID OR CONTRACTOR'S NEGOTIATIONS WITH THE OWNER.3.4. "CONSTRUCTION DOCUMENTS" INCLUDE THE "PROCUREMENT REQUIREMENTS", "CONTRACT DOCUMENTS", AND ANY RESOURCE DRAWINGS.3.5. “CONSTRUCTION SUBMITTALS” AND SIMILAR TERMS FOR DIVISIONS 21-23 WORK REFER TO SHOP DRAWINGS, COORDINATION DRAWINGS, PRODUCT DATA, SAMPLES, QA/QC SUBMITTALS, INFORMATIONAL SUBMITTALS, AND
CONSTRUCTION PHOTOGRAPHS PREPARED BY THE CONTRACTOR THAT CONVEY INFORMATION ABOUT SYSTEMS, EQUIPMENT, MATERIALS, PRODUCTS, AND ADMINISTRATIVE MATTERS, AND ARE NOT CONSIDERED CONSTRUCTION DOCUMENTS.
3.6. “(N)” INDICATES “NEW” EQUIPMENT TO BE PROVIDED UNDER THIS CONTRACT.3.7. “(E)” INDICATES “EXISTING” EQUIPMENT ON SITE WHICH MAY OR MAY NOT NEED TO BE RELOCATED AS A PART OF THIS WORK.3.8. “(R)” INDICATES EXISTING EQUIPMENT TO BE RELOCATED AS PART OF THIS WORK.3.9. “FURNISH” MEANS TO “SUPPLY” AND USUALLY REFERS TO AN ITEM OF EQUIPMENT.3.10. “INSTALL” MEANS TO “SET IN PLACE, CONNECT AND PLACE IN FULL OPERATIONAL ORDER”.3.11. “PROVIDE” MEANS TO “FURNISH AND INSTALL”.3.12. “EQUIVALENT” MEANS “MEETS THE SPECIFICATIONS OF THE REFERENCE PRODUCT OR ITEM IN ALL SIGNIFICANT ASPECTS.” SIGNIFICANT ASPECTS SHALL BE AS DETERMINED BY THE ARCHITECT.3.13. “WORK BY OTHER(S) DIVISIONS”; “RE:_____ DIVISION”, AND SIMILAR EXPRESSIONS MEAN WORK TO BE PERFORMED UNDER THE CONTRACT DOCUMENTS, BUT NOT NECESSARILY UNDER THE DIVISION OR SECTION OF THE WORK ON
WHICH THE NOTE APPEARS. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO COORDINATE WORK OF THE CONTRACT BETWEEN HIS/HER SUPPLIERS, SUBCONTRACTORS AND EMPLOYEES. IF CLARIFICATION IS REQUIRED, CONSULT ARCHITECT BEFORE SUBMITTING BID.
3.14. BY INFERENCE, ANY REFERENCE TO A “CONTRACTOR” OR “SUB-CONTRACTOR” MEANS THE ENTITY WHICH HAS CONTRACTED WITH THE OWNER FOR THE WORK OF THE CONTRACT DOCUMENTS.3.15. “ENGINEER” MEANS THE DESIGN PROFESSIONAL FIRM WHICH HAS PREPARED THESE CONTRACT DOCUMENTS. ALL QUESTIONS, SUBMITTALS, ETC. OF THIS DIVISION SHALL BE ROUTED TO THE ARCHITECT THROUGH PROPER
CONTRACTUAL CHANNELS.4. DRAWINGS AND SPECIFICATIONS
4.1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND SHALL NOT BE SCALED. THEY SHOW CERTAIN PHYSICAL RELATIONSHIPS WHICH MUST BE ESTABLISHED WITHIN THE DIVISIONS 21-23 WORK AND ITS INTERFACE WITH OTHER WORK. ESTABLISHING THIS RELATIONSHIP IN THE FIELD IS THE EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR. THIS DIVISION SHALL COORDINATE ITS WORK WITH ALL DIVISIONS OF THE WORK AND ADJUST ITS WORK AS REQUIRED BY ACTUAL CONDITIONS OF THE PROJECT. 4.1.1. THE CONTRACTOR SHALL VISIT THE SITE BEFORE SUBMITTING A BID TO BECOME THOROUGHLY FAMILIAR WITH THE ACTUAL CONDITIONS OF THE PROJECT.4.1.2. CERTAIN SYSTEMS REQUIRE ENGINEERING OF INSTALLATION DETAILS BY CONTRACTOR. UNLESS FULLY DETAILED IN THE CONTRACT DOCUMENTS, SUCH ENGINEERING IS THE EXCLUSIVE RESPONSIBILITY OF THE
CONTRACTOR.4.1.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE WHERE CLEARANCES ARE LIMITED, AND WHERE INSTALLATION DRAWINGS OR SCHEMATICS, “CONSTRUCTION DRAWINGS”, OR COORDINATION DRAWINGS MAY BE
REQUIRED. THE CONTRACTOR SHALL PREPARE ALL SUCH COORDINATION DRAWINGS AS PART OF THE BASE CONTRACT. SUCH DRAWINGS MAY BE SUBMITTED TO THE ARCHITECT FOR RECORD AND COMMENT (AT THE CONTRACTOR'S OPTION).
4.2. REFER TO ARCHITECTURAL, STRUCTURAL, ELECTRICAL AND MECHANICAL DRAWINGS AND SPECIFICATIONS, AS A PART OF THIS SET, AND BE RESPONSIBLE FOR ALL INFORMATION CONTAINED THEREIN THAT AFFECTS MECHANICAL WORK.
4.3. LAY OUT ALL WORK IN ADVANCE. DO NOT DEFACE WORK OF OTHER TRADES. SLEEVES AND OPENINGS THROUGH THE ROOF TO BE BY THE BASE BUILDING ROOFING CONTRACTOR.5. PERMITS
5.1. SECURE AND PAY FOR ALL PERMITS, FEES, TAXES, LICENSES, UTILITY COMPANY CHARGES AND INSPECTIONS IN CONNECTION WITH THE MECHANICAL WORK.6. COORDINATION
6.1. ORDER THE PROGRESS OF THE WORK TO CONFORM TO THE PROGRESS OF OTHER TRADES. COORDINATE ALL ELECTRICAL INSTALLATION AND ROUGH-IN AS REQUIRED.7. WORKMANSHIP
7.1. PROVIDE A COMPETENT FOREMAN ON THE JOB AT ALL TIMES. ACCOMPLISH ALL WORK IN A NEAT, WORKMANLIKE, FIRST-QUALITY MANNER COMPATIBLE WITH GOOD COMMERCIAL PRACTICES AND STANDARDS. PROVIDE COMPETENT WORKMEN.
8. SHOP DRAWINGS AND MATERIALS LIST8.1. SUBMIT COMPLETE MANUFACTURER'S SHOP DRAWINGS AND MATERIAL LISTS FOR APPROVAL OR AS REQUIRED IN DIVISION 1. PRIOR TO SUBMITTING THE SHOP DRAWINGS, REVIEW AND CERTIFY SAME AS TO COMPLIANCE WITH
THE PLANS AND SPECIFICATIONS AND FOR DIMENSIONAL SUITABILITY FOR THE APPLICATION. ALL PROPOSED DEVIATIONS FROM SPECIFICATIONS MUST BE CLEARLY LISTED UNDER A PROMINENT HEADING ENTITLED “DEVIATIONS”. INCLUDE ALL EQUIPMENT, DUCTWORK, VALVES, PIPING, CONTROLS AND APPURTENANCES. 8.1.1. IF PROJECT PERMITS ELECTRONIC SUBMITTALS, SUBMIT ONE (1) HARD COPY OF CONTROLS, INSTALLATION SHOP DRAWINGS, TEST-ADJUST-BALANCE REPORTS, AND FIRE PROTECTION DRAWINGSTO ENGINEER FOR
REVIEW IN ADDITION TO ELECTRONIC COPIES.8.2. PROVIDE MATERIAL AS SPECIFIED. SUBSTITUTIONS MAY BE CONSIDERED BEFORE THE CONTRACT DATE AS LONG AS DEDUCT ALTERNATE IS SUBMITTED AT BID TIME. SUBMIT SUBSTITUTIONS SEPARATELY FOR EACH PRODUCT
WITH SUPPORTING DATA, DRAWINGS AND SAMPLES AS APPROPRIATE, INCLUDING:8.2.1. ITEMIZED COMPARISON OF THE QUALITIES OF THE PROPOSED SUBSTITUTION WITH THAT SPECIFIED.8.2.2. CHANGES REQUIRED IN OTHER ELEMENTS OF THE WORK BECAUSE OF THE SUBSTITUTION.8.2.3. COST DATA COMPARING THE PROPOSED SUBSTITUTION WITH THE PRODUCT SPECIFIED.8.2.4. THE ARCHITECT WILL BE THE JUDGE OF THE ACCEPTABILITY OF THE PROPOSED SUBSTITUTION.8.2.5. ALL MATERIALS SHALL BE NEW AND BEAR THE UNDERWRITERS' LABORATORIES, INC. APPROVAL, PROVIDED A STANDARD HAS BEEN ESTABLISHED FOR THE MATERIAL.8.2.6. ALL EQUIPMENT SHALL MEET OR EXCEED MINIMUM REQUIREMENTS OF SMACNA AND ASHRAE.
9. INSTALLATION9.1. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH INFORMATION AS INDICATED ON THE DRAWINGS AND IN FULL ACCORD WITH MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS.
10. CUTTING AND PATCHING10.1. PROVIDE ALL CUTTING, CHANNELING, CHASING, DRILLING, ETC., OPERATIONS AS MAY BE REQUIRED FOR THE MECHANICAL WORK. IN GENERAL, ALL SUCH OPERATIONS SHALL BE HELD TO A MINIMUM.10.2. ALL PATCHING AND PAINTING SHALL BE DONE BY THE CONTRACTOR.
11. TEMPORARY CONSTRUCTION11.1. PROVIDE TEMPORARY HEAT AND WATER FOR CONSTRUCTION AS REQUIRED. USE OF EXISTING HEAT AND UTILITIES IS NOT ACCEPTABLE WITHOUT PRIOR WRITTEN PERMISSION OF THE ARCHITECT.
12. INTERRUPTION OF EXISTING SERVICES12.1. SHUTDOWN, WHEN NECESSARY, SHALL BE SCHEDULED TWO (2) WEEKS IN ADVANCE WITH THE OWNER AND PERFORMED DURING NON-WORKING HOURS (7:00PM - 6:00AM). INTERRUPTION SHALL BE ONLY AT OWNER APPROVED TIMES.
13. GUARANTEE13.1. GUARANTEE ALL MATERIALS, LABOR, WORKMANSHIP AND THE SUCCESSFUL OPERATION OF ALL EQUIPMENT INSTALLED UNDER THIS CONTRACT FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST
DEFECTS AND FAULTY WORKMANSHIP.13.2. REPAIR OR REPLACE, AT NO EXPENSE TO THE OWNER, ALL DEFECTS WHICH MAY ARISE DURING THIS TIME DUE TO INFERIOR OR DEFECTIVE MATERIALS, EQUIPMENT OR WORKMANSHIP.
14. RECORD DRAWINGS14.1. MAINTAIN A COMPLETE SET OF MECHANICAL DRAWINGS AT THE JOB SITE WITH ALL CHANGES TO CONTRACT DOCUMENTS NEATLY MARKED THEREON IN A CONTRASTING COLOR. THIS SHALL BE A SEPARATE SET OF DRAWINGS
NOT USED FOR CONSTRUCTION PURPOSES, WHICH SHALL BE KEPT UP TO DATE AS THE JOB PROGRESSES AND SHALL BE MADE AVAILABLE FOR OBSERVATION BY THE ARCHITECT AT ALL TIMES. SUBMIT A COMPLETE RECORD SET OF DRAWINGS INCORPORATING ALL ADDENDUMS, BULLETINS AND INFORMATION REQUESTS TO THE ARCHITECT UPON COMPLETION OF THE PROJECT. PROVIDE ELECTRONIC CAD AND PDF FILES OF RECORD DRAWINGS ALONG WITH HARD COPY OF DRAWINGS.
15. DEMONSTRATION15.1. DEMONSTRATE THE OPERATION OF ALL SYSTEMS FOR THE OWNER AT A TIME AS DIRECTED BY THE ARCHITECT. PROVIDE TWO (2) HOURS OF INSTRUCTION.
16. MAINTENANCE MANUALS16.1. PRIOR TO COMPLETION OF PROJECT, SUBMIT FOUR (4) SETS OF OPERATION AND MAINTENANCE MANUALS IN THREE RING BINDERS.
17. EXISTING BUILDING17.1. THE CONTRACTOR'S ATTENTION IS CALLED TO THE FACT THAT THE EXISTING BUILDING WILL BE OCCUPIED BY THE OWNER DURING CONSTRUCTION. CONTINUED OPERATION OF THE FACILITY SHALL NOT BE HINDERED BY THIS
WORK. THE CONTRACTOR SHALL ACCOUNT FOR ALL ADDITIONAL COSTS WHICH MAY BE INCURRED BY HIM DUE TO THE DIFFICULTY OF WORKING OVER AND AROUND EMPLOYEES, DESKS, EQUIPMENT, ETC.; AND DUE TO THE HOURS OF THE DAY IN WHICH AN AREA MAY BE AVAILABLE WHEN SUBMITTING HIS BID.
17.2. CLEAN ALL SUPPLY, EXHAUST, TRANSFER AND RETURN AIR GRILLES BEING REUSED UNLESS OTHERWISE NOTED.17.3. VISUALLY INSPECT ALL EXISTING FIRE DAMPERS AND SMOKE/FIRE DAMPERS FOR PROPER POSITION AND ACCESS. REPLACE BROKEN LINKAGES AS REQUIRED. REPORT ANY ADDITIONAL DISCREPANCIES TO THE ARCHITECT
IMMEDIATELY.17.4. MATCH THE MATERIAL AND CONSTRUCTION METHODS OF ALL RELOCATED PIPE, DUCTWORK, CONDUITS, ETC. WHICH ARE TO BE RELOCATED WITH THAT OF THE ORIGINAL.17.5. DURING DEMOLITION OPERATIONS, ALL PERSONS AND PROPERTY SHALL BE PROTECTED. THE WORK SHALL PROCEED IN SUCH A MANNER SO AS TO MINIMIZE ANY SPREADING OF DUST, DEBRIS AND FLYING PARTICLES, AND SO
THAT ANY RELATED EFFECTS OF THE DEMOLITION DO NOT INTERFERE WITH SURROUNDING EQUIPMENT, PERSONNEL OR THE OPERATION OF THE BUILDING.17.6. MINIMIZE DISRUPTIONS TO MECHANICAL AND ELECTRICAL SYSTEMS IN OCCUPIED AREAS. COORDINATE ANY REQUIRED SYSTEM OUTAGES WITH THE ARCHITECT IN ADVANCE.
18. TENANT FINISH18.1. NO INCREASE ON CONTRACT SUM WILL BE ALLOWED DUE TO LACK OF KNOWLEDGE OF EXISTING CONDITIONS. COORDINATE AND ADJUST ALL WORK BETWEEN TRADES AND EXISTING CONDITIONS IN ORDER TO ACCOMPLISH A
NEAT, INTEGRATED AND EFFICIENT INSTALLATION.18.2. EXAMINE THE CONTRACT DOCUMENTS OF ALL TRADES (E.G., THE ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL LIGHTING PLAN, FIRE PROTECTION PLAN, ETC.).18.3. COORDINATE NECESSARY EQUIPMENT, DUCTWORK AND PIPING LOCATIONS SO THAT THE FINAL INSTALLATION IS COMPATIBLE WITH THE MATERIALS AND EQUIPMENT OF THE OTHER TRADES.
19. ELECTRICAL COORDINATION19.1. VERIFY THE ELECTRICAL SERVICE PROVIDED BY THE ELECTRICAL CONTRACTOR BEFORE ORDERING ANY MECHANICAL EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS. INSTALLATION OR BID OF INCORRECT POWER OR
EQUIPMENT SHALL BE REMOVED AND REPLACED WITH CORRECT NEW AT NO INCREASE ON CONTRACT SUM.19.2. PROVIDE PREMIUM EFFICIENCY MOTORS WITH 1.15 SERVICE FACTOR ON ALL EQUIPMENT 1 HP AND OVER. MOTORS SHALL BE CAPABLE OF OPERATING CONTINUOUSLY AT 105OF UNDER JOBSITE CONDITIONS AND ALTITUDE.19.3. ALL MOTORS ½ HP OR SMALLER SHALL BE PROVIDED 1-PHASE. ALL OTHER MOTORS SHALL BE PROVIDED 3-PHASE UNLESS OTHERWISE NOTED.
BASIC MECHANICAL MATERIALS AND METHODS1. PRODUCTS
1.1. ACCESS PANELS.1.1.1. REFER TO ARCHITECTURAL DOCUMENTS FOR FINISHES AND PANEL TYPES.1.1.2. DOORS SHALL BE A MINIMUM OF 16 GAUGE STEEL, UNLESS REQUIRED OTHERWISE FOR FIRE RATING.1.1.3. PROVIDE WITH CONCEALED OR FLUSH MOUNT LATCHES.1.1.4. PROVIDE WITH FIRE RATING EQUIVALENT TO CONSTRUCTION WHICH INSTALLED.
1.2. FIRE-STOPPING MATERIALS.1.2.1. PRODUCTS TO BE USED SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E 814-88, “AND UL 1479 TEST METHOD FOR THROUGH PENETRATIONS”, AND BE LISTED IN THE UL FIRE RESISTANCE DIRECTORY.1.2.2. PROVIDE FASTENERS, RESTRICTING COLLARS, BACKING MATERIALS, AND PROTECTIVE COATINGS AS REQUIRED TO COMPLY WITH THE UL SYSTEM LISTING
2. APPLICATION2.1. CUTTING AND PATCHING.
2.1.1. WHERE CUTTING AND PATCHING IS REQUIRED, ARCHITECTURAL REQUIREMENTS GOVERN.2.1.2. KEEP CUTTING TO A MINIMUM WHERE REQUIRED.2.1.3. PROVIDE PATCHING TO MATCH EXISTING AT A MINIMUM.2.1.4. DO NOT CUT OR DRILL THROUGH STRUCTURAL ITEMS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT.
2.2. ACCESS PANELS 2.2.1. FURNISHED AND LOCATED BY DIVISIONS 21-23, INSTALLED BY TRADE RESPONSIBLE FOR SURFACE IN WHICH IT IS INSTALLED.2.2.2. COORDINATE EXACT LOCATION WITH ARCHITECT OR ARCHITECTURAL DRAWINGS.
2.3. FIRE-STOPPING2.3.1. INSTALL FIRESTOPPING MATERIALS IN ACCORDANCE WITH THEIR UL AND ASTM TESTED METHODS.2.3.2. INSTALL FIRE STOPPING AT ALL PENETRATIONS THROUGH FIRE-RATED CONSTRUCTION.
MECHANICAL IDENTIFICATION1. LABEL ALL NEW PIPING AND EQUIPMENT. 2. PROVIDE FULL BAND OR STRIP TYPE MARKERS AND FLOW ARROWS ON PIPING.3. PROVIDE ENGRAVED PLASTIC VALVE TAGS WITH VALVE NUMBER AND ATTACH WITH STANDARD CHAIN OR S-HOOKS. 4. PROVIDE LABELS ON CEILINGS UNDER CONCEALED DEVICES.5. LABEL EQUIPMENT AS TO THE AREA SERVED.6. PROVIDE LABEL COLORS TO COMPLY WITH ANSI A13.1.
PIPING AND EQUIPMENT INSULATION1. MANUFACTURERS
1.1. JOHNS-MANVILLE, ARMSTRONG, OWENS-CORNING, KNAUF.2. MATERIALS
2.1. SEAL ALL PIPING WHICH IS NORMALLY COLDER THAN AMBIENT WITH VAPOR BARRIER RATED MASTIC.2.2. TYPE A: FIBERGLASS PIPE INSULATION WITH SELF ADHESIVE ALL SERVICE VAPOR BARRIER JACKET. FITTINGS INSULATED WITH FIBERGLASS INSERTS IN PVC FITTING COVERS. ALL MATERIALS FLAME SPREAD 25, SMOKE
DEVELOPED 50.2.3. TYPE B: FLEXIBLE ELASTOMERIC CLOSED CELL PIPE INSULATION, FLAME SPREAD 25, SMOKE DEVELOPED 50.2.4. TYPE C: FLEXIBLE FIBERGLASS BLANKET WITH REINFORCED KRAFT/ALUMINUM FOIL VAPOR BARRIER FACING.2.5. TYPE D: SEMI-RIGID FIBERGLASS BOARD WITH REINFORCED VAPOR BARRIER FACING 3 LBS/CU. FT. DENSITY.2.6. TYPE E: FIBERGLASS BONDED TO FLEXIBLE ALL SURFACE JACKET. FIBERGLASS SLIT OR ORIENTED TO ALLOW CONFORMANCE TO ROUND SURFACES. DENSITY 3 LBS/CU. FT.
3. APPLICATION1.1. PIPING
1.1.5.1. ALL SIZES 1” THICK TYPE A OR B.1.1.6. ABOVE GROUND HEATING HOT WATER.1.1.6.1. 1-1/4” AND SMALLER- 1-½" THICK TYPE A INDOORS, 2” THICK TYPE A OUTDOORS.1.1.6.2. 1-1/2" AND LARGER 2” THICK INDOORS AND OUTDOORS THICK TYPE A.
DUCTWORK1. APPLICATION
1.1. FABRICATE IN ACCORDANCE WITH LATEST EDITION OF SMACNA STANDARDS AND INTERNATIONAL MECHANICAL CODE FOR LOW AND MEDIUM DUCTWORK PRESSURE.1.2. GALVANIZED STEEL, PITTSBURGH LOCK LONGITUDINAL SEAMS SEALED AIRTIGHT, DUCTMATE, OR T.D.C. SYSTEM.1.3. EXPOSED DUCT: SPIRAL GALVANIZED WITH “PAINTLOC” FINISH WHERE DUCT WILL BE PAINTED.1.4. CONCEALED DUCT: ROUND OR RECTANGULAR AS SHOWN ON DRAWINGS.1.5. DUCT TAPE NOT PERMITTED AS SEALANT.1.6. FIBERGLASS DUCT SYSTEMS NOT PERMITTED.1.7. DUCT DIMENSIONS ARE INSIDE CLEAR.1.8. DIFFUSER NECK SIZE IS SAME AS HARD DUCT SIZE, UNLESS NOTED OTHERWISE.1.9. UNLESS OTHERWISE NOTED, ALL CHANGES IN DIRECTION SHALL BE MADE WITH RADIUS ELBOWS WITH RADIUS TO CENTERLINE EQUAL TO 1.5 DUCT WIDTH.1.10. WHERE REQUIRED FOR SPACE CONSTRAINTS, PROVIDE SQUARE THROAT ELBOWS WITH SINGLE WIDTH TURNING VANES WITH TRAILING EDGE.1.11. FOR DUCT WIDTHS OF 36" OR LESS, PROVIDE MANUFACTURED SINGLE WIDTH TURNING VANES, WITH SPACING IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS FOR "STANDARD SPACING". USE DOUBLE
THICKNESS BLADES FOR DUCT WIDTHS GREATER THAN 36" AND INCREASE DUCT SIZE TO MAINTAIN FREE AREA. USE NO TRAILING EDGES.
2. DUCTWORK LINING2.1. JOHNS-MANVILLE PERMACOTE LINACOUSTIC, NCR OF 0.70 OR HIGHER BASED ON “TYPE A MOUNTING” AND TESTED IN ACCORDANCE WITH ASTM C423. EPA REGISTERED ANTI-MICROBIAL ACRYLIC COATED AGENT, FACTORY
APPLIED TO RESIST MICROBIAL GROWTH AS DETERMINED BY ASTM G21 AND G22.
DUCTWORK ACCESSORIES1. VOLUME DAMPERS SHALL COMPLY WITH SMACNA. DAMPER EACH BRANCH RUNOUT DUCT AND WHERE REQUIRED FOR ADEQUATE BALANCING. WHERE VOLUME DAMPERS ARE NOT READILY ACCESSIBLE, PROVIDE REMOTE OPERATOR.2. MISCELLANEOUS DUCTWORK ACCESSORIES.
2.1. DUCT ACCESS DOORS2.1.1. PROVIDE HINGED DUCT ACCESS DOORS WITH GASKETS, AND WITH INSULATION WHERE DUCTWORK IS INDICATED TO BE INSULATED.2.1.2. CESCO MODEL HAD-HINGED OR APPROVED EQUAL.
DUCT INSULATION1. MATERIALS:
1.1. FLEXIBLE FACED FIBERGLASS DUCTWORK INSULATION: JOHNS-MANVILLE MICROLITE, WITH FSK FACTORY APPLIED FOIL_SCRIM_KRAFT FACING.1.2. RIGID FIBERGLASS DUCTWORK INSULATION: JOHNS MANVILLE 800 SERIES, SPIN-GLAS TYPE 814, 3 LB. DENSITY RIGID BOARD WITH FSK JACKET.
1.2.1. FLEXIBLE PLAIN FIBERGLASS DUCTWORK INSULATION: JOHNS MANVILLE MICROLITE 1.0 LB/CU. FT. UNFACED.1.3. DUCTWORK INSULATION ACCESSORIES: PROVIDE STAPLES, BANDS, WIRES, TAPE, ANCHORS, CORNER ANGLES, AND SIMILAR ACCESSORIES AS RECOMMENDED BY THE INSULATION MANUFACTURER FOR THE APPLICATIONS
INDICATED.2. APPLICATION:
2.1. CONCEALED UNLINED SUPPLY DUCTWORK: 1-1/2" THICK FLEXIBLE FACED FIBERGLASS.2.2. EXPOSED UNLINED SUPPLY DUCTWORK IN CONDITIONED SPACE: NONE.2.3. CONCEALED UNLINED RETURN AIR DUCTWORK: 1-1/2" FLEXIBLE FIBERGLASS, WITH OR WITHOUT FACING.2.4. EXHAUST AIR DUCTWORK WITHIN 30 FEET OF OPENING TO EXTERIOR: 1-1/2" THICK FLEXIBLE FACED FIBERGLASS.
FANS
1. MANUFACTURERS1.1. GREENHECK, COOK, ACME, PENNBARRY.2. PRODUCTS
2.3. UPBLAST ROOF EXHAUSTERS.2.3.1. SPUN ALUMINUM HOUSING2.3.2. INTERNAL RUBBER VIBRATION ELIMINATORS2.3.3. BALL BEARINGS2.3.4. AIRFOIL FAN WHEEL2.3.5. FAN SHALL MEET ALL SOUND CRITERIA AS LISTED IN THE SCHEDULE.2.3.6. WIND TIE-DOWNS TO CURB.2.3.7. SEE SCHEDULE FOR CAPACITIES AND ACCESSORIES2.3.8. UL 762 LISTED FOR GREASE LADEN AIR WHERE NOTED, WITH DRAIN HOLES AND ACCESS DOORS
3. INSTALLATION3.1. INSTALL UNITS LEVEL AND PLUMB3.2. PROVIDE FLEXIBLE DUCT CONNECTIONS AT ALL FANS.3.3. SECURE FANS TO ROOF CURBS AT 12” O.C., MINIMUM 2 PER SIDE AND MAXIMUM 6” FROM CORNERS. PROVIDE WIND TIE-DOWNS TO CURB.3.4. PROVIDE RESILIENT GASKET BETWEEN FAN AND CURB.3.5. CHECK FAN FOR PROPER BALANCE TO ELIMINATE UNUSUAL NOISE OR VIBRATION.3.6. EXTEND DUCT FULL SIZE OF CURB OPENING TO TOP OF CURB WITH CONTINUOUS FLANGE OVER TOP OF CURB TO CREATE AN AIRTIGHT SEAL.
AIR INLETS AND OUTLETS1. MANUFACTURERS
1.1. PRICE, TITUS, KRUEGER, ACUTHERM THERMAFUSER.2. PRODUCTS
2.1. REFER TO DRAWINGS AND SCHEDULE FOR TYPE AND ACCESSORIES.2.2. SUBMIT CATALOG DATA.2.3. FOR MANUFACTURERS OTHER THAN NAME SCHEDULED, SUBMIT ALSO EACH OUTLET SHOWING NC, THROW AND PRESSURE DROP ALONG WITH ITEMIZED COMPARISON TO SPECIFIED OUTLET.2.4. PROVIDE PRODUCTS TESTED IN ACCORDANCE WITH AIR DIFFUSION COUNCIL TEST CODES AND BEARING THE ADC SEAL. SUBMIT SUPPORTING DATA THAT SHOWS OUTLETS WERE TESTED IN ADC CERTIFIED LAB.2.5. PROVIDE ALUMINUM IN ALL LOCKER/TOILET/SHOWER AND ADJACENT AREAS.
3. APPLICATION3.1. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS.3.2. EXPOSED MOUNTING SCREWS:
3.2.1. USE TAMPER PROOF SCREWS IN COUNTERSUNK HOLES.3.2.2. PAINT SCREWS TO MATCH FRAME.
3.3. FIRE RATED CEILINGS:3.3.1. PROVIDE INSULATION EQUIVALENT TO CEILING CONSTRUCTION RATING ABOVE DIFFUSER BETWEEN CEILING OPENING AND CEILING DAMPER.3.3.2. PROVIDE RATED DAMPER IN EACH FIRE RATED CEILING WHERE SHOWN AND REQUIRED. COORDINATE WITH ARCHITECTURAL PLANS. NOT ALL DAMPERS ARE SHOWN OR NOTED ON DOCUMENTS.
3.4. CEILING AIR OUTLETS3.4.1. ALIGN IN CEILING WITH TILES OR ARCHITECTURAL FEATURES AND LOCATE SYMMETRICALLY.3.4.2. PROVIDE MINIMUM ONE DIAMETER STRAIGHT DUCT INLET AND FULL RADIUS BEND ON FLEXIBLE DUCT CONNECTION. WHERE CEILING SPACE IS INADEQUATE, PROVIDE INSULATED PLENUM WITH HEIGHT EQUAL TO TWO
NECK DIAMETERS AND SIDE INLET TAP NEAR TOP OF PLENUM.3.4.3. PROVIDE FRAMED OPENING IN HARD-LID CEILINGS SO CEILING AIR OUTLET MOUNTS ON THE FRAME AND IS REMOVABLE SIMILAR TO AN OUTLET IN A LAY-IN CEILING SYSTEM.3.4.4. RELOCATE DIFFUSERS WITHIN A 2 FOOT RADIUS WHERE CEILING PATTERN IS AT VARIANCE WITH OUTLET LOCATIONS SHOWN.
3.5. SIDEWALL AIR OUTLETS3.5.1. MOUNT AT HEIGHT AS SHOWN OR AS DIRECTED BY ARCHITECT.3.5.2. ARRANGE SO LOCATIONS ARE SYMMETRICAL TO AND CONGRUENT WITH ARCHITECTURAL FEATURES.
3.6. BALANCING3.6.1. DO NOT USE OPPOSED BLADE DAMPERS AT AIR OUTLETS FOR BALANCING. PROVIDE ALL BRANCH DUCTS WITH VOLUME DAMPERS. ONLY WHERE IT IS NOT POSSIBLE TO INSTALL DUCT DAMPERS PROVIDE OPPOSED BLADE
KEY-OPERATED DAMPERS DIRECTLY BEHIND THE AIR OUTLET. FURNISH TWO KEYS FOR EACH TYPE OF OPERATOR.
BUILDING MANAGEMENT AND AUTOMATIC TEMPERATURE CONTROL SYSTEMS
1. MANUFACTURERS1.1. MATCH EXISTING BUILDING SYSTEM.
2. APPLICATION2.1. EXISTING CONTROL AND SUPERVISION OF EQUIPMENT AND SPACES IS DDC. INTERFACE WITH BUILDING DDC SYSTEM. SUCCESSFUL CONTRACTOR SHALL PROVIDE ALL DEVICES REQUIRED FOR FULL AND FUNCTIONAL CONTROL
OF THE SYSTEMS PRESENTED IN THE CONSTRUCTION DOCUMENTS.2.2. PROVIDE TEMPERATURE SENSOR IN IT ROOM TO MONITOR AND ALARM AT DDC AND LOCAL AUDIO/VISUAL ALARM OUTSIDE THE ROOM TO INDIRECTLY VERIFY CRAC UNIT OPERATION.2.3. PROVIDE DDC CONNECTION TO NEW SUBZONE VAV DIFFUSER CONTROLLER TO MONITOR AND ALARM.2.4. RECALIBRATE AND CLEAN EXISTING THERMOSTATS BEING REUSED.2.5. LABEL ALL DEVICES INCLUDING THERMOSTATS. 2.6. UPDATE EXISTING DDC SYSTEM GRAPHICS.2.7. ALL DEVICES AND INSTALLATION SHALL BE WARRANTED TO BE FREE FROM DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF JOB ACCEPTANCE BY THE OWNER. ANY EQUIPMENT, SOFTWARE, OR LABOR FOUND TO BE
DEFECTIVE DURING THIS PERIOD SHALL BE REPAIRED OR REPLACED WITHOUT EXPENSE TO THE OWNER. FACTORY AUTHORIZED WARRANTY SERVICE SHALL BE AVAILABLE WITHIN 75 MILES OF JOBSITE.3. SEQUENCE OF OPERATIONS
3.1. COMMISSION EXISTING TO VERIFY PROPER OPERATION.3.2. MAINTAIN SAME CONTROL SEQUENCE AS EXISTING IF OWNER SATISFIED WITH EXISTING.
TEST-ADJUST-BALANCE1. TEST- ADJUST- BALANCE OF ALL AIR SYSTEMS SHALL BE BY A NEBB, AABC OR TABB CERTIFIED INDEPENDENT CONTRACTOR OR TAB FIRM APPROVED BY THE ENGINEER, HIRED BY GENERAL CONTRACTOR. PROCEDURE IN ACCORDANCE
WITH ASSOCIATED AIR BALANCE COUNCIL (AABC), NEBB OR TABB.2. TAKE READINGS OF EXISTING SYSTEMS AFFECTED BY WORK PRIOR TO STARTING WORK TO DOCUMENT EXITING FLOWS. SUBMIT REPORT. 3. NOTIFY THE CONTRACTOR OF CONDITIONS DETRIMENTAL TO THE PROPER COMPLETION OF THE TEST-ADJUST-BALANCE WORK PRIOR TO THE START OF BALANCING. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS
HAVE BEEN CORRECTED.4. ADJUST AIRFLOWS TO WITHIN -5% TO +5% OF SCHEDULED VALUES AND OUTSIDE AIR AT THE UNIT 0% TO +5%.5. SUBMIT COMPLETE BALANCE REPORTS TO THE ARCHITECT AND TO THE BUILDING DEPARTMENT.6. SUBMIT APPROVED BALANCE REPORT TO INSPECTOR AT TIME OF FINAL INSPECTION.7. PATCH HOLES IN INSULATION AND DUCTWORK THAT HAVE BEEN DRILLED OR CUT FOR TEST PURPOSES IN A MANNER RECOMMENDED BY THE ORIGINAL INSTALLER.
07/15/2020
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MECHANICAL GENERAL NOTES
1 FIELD VERIFY EXACT LOCATION AND CONDITIONOF ALL EQUIPMENT, DUCTWORK AND GRD'SPRIOR TO BEGINNING WORK.
2 SEAL ALL PENETRATIONS THROUGH RATEDWALLS TO MAINTAIN THE INTEGRITY OF THEWALL RATING.
3 CONTRACTOR SHALL RECORD EXISTINGAIRFLOWS FOR DIFFUSERS. GRILLES, ROOFTOPUNITS, FANS, AND VAV BOXES AFFECTED FORBASIS OF EXISTING CONDITIONS PRIOR TOSTARTING WORK. SUBMIT REPORT TOARCHITECT.
4 BALANCE ALL SYSTEMS AT COMPLETION OFPROJECT TO INDICATED FLOWS. PROVIDEARCHITECT & INSPECTION WITH REPORT.
5 RECALIBRATE REUSED THERMOSTATS.
6 MOUNT THERMOSTATS +48"AFF TO THE TOP ANDCOORDINATE LOCATION OF THERMOSTATS WITHLIGHT SWITCHES. ARRANGE IN ORDERLYFASHION.
7 CONTRACTOR SHALL NOTIFY ARCHITECT IN RFIFORM OF ANY DISCREPANCIES OR QUESTIONSPRIOR TO PROCEEDING WITH WORK.
8 CLEAN ALL GRD'S BEING REUSED ORRELOCATED WITHIN AREAS OF WORK.
9 ALL MATERIALS IN RETURN AIR PLENUMS SHALLHAVE A MINIMUM RATING OF 25 FLAME/ 50SMOKE.
10 OCCUPANCY AND SPACE TYPES IN OPENOCCUPIED AREA AND OTHER AREAS HAVE NOTCHANGED FROM EXISTING DESIGN, THEREFORE,NO CHANGE IN OUTSIDE AIR VENTILATION ISREQUIRED.
11 INSTALLATION SHALL CONFORM TO THEREQUIREMENTS OF THE INTERNATIONALMECHANICAL AND ENERGY CONSERVATIONCODES.
12 MATCH EXISTING MATERIALS FOR LIKE NEWWORK.
13 CAP REMOVED DUCTS AT CONNECTIONS TOEXISTING.
14 RELOCATE SPRINKLER HEADS AND SIZE PIPESPER NFPA 13. PROVIDE SYTLE HEAD ANDCOVERS TO MATCH EXISTING.
15 SUPPORT ALL EQUIPMENT INDEPENDENTLY. DONOT SUPPORT FROM PIPING.
16 USE CURRENT CODE FOR DUCT INSULATION
17 MAINTAIN 10 FT. MIN CLEARANCE FROMPARAPET WITH ROOF MOUNTED EQUIPMENT.
18 PROVIDE REMOTE OPERATORS RECESSEDBEHIND SOLID ESCUTCHEON PLATE ON ALLVOLUME DAMPERS ABOVE HARD LID CEILINGS.
19 REMOVE AND REPLACE CEILING AIR DEVICESAND LOCATE THEM TO MESH WITH NEWREFLECTED CEILING AS REQUIRED PERARCHITECTURAL DRAWINGS.
20 UPDATE DDC SYSTEM GRAPHICS ANDCONTROLS.
21 OWNER HAS FIRST RIGHT OF REFUSAL FORREMOVED ITEMS.
22 CONTRACTOR SHALL COORDINATE WORKBETWEEN ALL OTHER TRADES. REFER TO ARCH,STRUCT, ELEC AND PLBG DRAWINGS AND BERESPONSIBLE FOR ALL INFORMATIONCONTAINED THEREIN THAT AFFECTSMECHANICAL WORK.
KEY NOTES
M1 RELOCATE EXISTING THERMOSTAT TO NEWLOCATION.
M2 RELOCATE EXISTING SUPPLY AIR DIFFUSER TONEW LOCATION IN COMMAND STAFF LKR ROOMH037A.
M3 NEW ROOF MOUNTED EXHAUST FAN (EF-1)EQUAL TO GREENHECK CUE-090-VG, DIRECTDRIVE UPBLAST CENTRIFUGAL ROOF EXHAUST,400 CFM, 0.5 SP, 1725 RPM, 1/10 HP, 115V/1PH,12.5x12.5 ROOF OPENING, BACKDRAFT DAMPER,DISCONNECT SWITCH, BIRDSCREEN, WINDTIE-DOWNS, INSULATED ROOF CURB,INTERLOCK WITH HVAC UNIT WHICH SERVESSAME SYSTEM (VIA DDC SYSTEM), LABEL FANSAS TO AREAS SERVED. COORDINATE NEWROOF OPENING WITH STRUCTURAL ENGINEERAND REROOFING WITH ARCHITECT.
M4 NEW ROOF MOUNTED EXHAUST FAN (EF-2)EQUAL TO GREENHECK CUE-121-VG, DIRECTDRIVE UPBLAST CENTRIFUGAL ROOF EXHAUST,1300 CFM, 0.75 SP, 1725 RPM, 1/2 HP, 115V/1PH,14.5x14.5 ROOF OPENING, BACKDRAFT DAMPER,DISCONNECT SWITCH, BIRDSCREEN, WINDTIE-DOWNS, INSULATED ROOF CURB,INTERLOCK WITH HVAC UNIT WHICH SERVESSAME SYSTEM (VIA DDC SYSTEM), LABEL FANSAS TO AREAS SERVED. COORDINATE NEWROOF OPENING WITH STRUCTURAL ENGINEERAND REROOFING WITH ARCHITECT.
M5 RELOCATED SUPPLY AIR DIFFUSER.REBALANCE TO 90 CFM.
M6 RELOCATE EXISTING VAV BOX TO NEWLOCATION OUTSIDE COMMAND STAFF LKRROOM H037A. CAP EXISTING DUCT.
M7 RELOCATED EXISTING VAV BOX (VAV1H-2),PIPING AND VALVING. PROVIDE NEW 2 PIECEFULL PORT BALL VALVES AND PETE'S PLUGS ATCOIL. REFURBISH CONTROL VALVE. REBALANCETO 90 CFM.
M8 REMOVE EXISTING DUCTWORK ASSOCIATEDWITH VAV BOX AND SUPPLY AIR DIFFUSER. CAPDUCT AT MAIN.
M9 RELOCATED EXISTING THERMOSTAT.COORDINATE FINAL LOCATION WITH ARCHITECTPRIOR TO INSTALLATION.
M10 COORDINATE LOCATIONS OF EXISTING SUPPLYAIR DIFFUSER AND RETURN AIR GRILLES WITHNEW REFLECTED CEILING LAYOUT AND LIGHTS.REBALANCE DIFFUSERS TO CFM SHOWN ANDEXISTING ASSOCIATED ROOF TOP UNIT AND/ORVAV BOX.
M11 NEW EXHAUST REGISTER EQUAL TO PRICEPDDR, PERFORATED. COORDINATE WITHREFELECTED CEILING PLAN LIGHT LOCATIONSAND ALL FRAME STYLES WITH CEILING SYSTEMFURNISHED, REFER TO ARCHITECTURALDIVISION.
M12 VOLUME DAMPER. BALANCE TO REMAININGRETURN AIR FROM COMM ELEC ROOM.
M13 REMOVE EXISTING RETURN AIR GRILLE ANDRETURN TO OWNER. REPLACE WITH NEWEXHAUST REGISTER EQUAL TO PRICE PDDR,PERFORATED.
M14 EXISTING RETURN AIR GRILLE TO REMAIN.PROVIDE BACKDRAFT DAMPER IN A BOOT. AIRCAN ONLY GO IN ROOM, NOT BACK OUT INTOPLENUM.
M15 PROVIDE 20 SQ. FT. TRANSFER AIR OPENING INWALL ABOVE CEILING.
07/15/2020
ABBR DESCRIPTIONABBR DESCRIPTION ABBR DESCRIPTIONSYMBOL
PLUMBING LEGEND
PIPING:
PIPING TO BE REMOVED
SYMBOL SYMBOL
SYMBOLS:PLUMBING FIXTURE
DESIGNATION
1i
-
1i
-
PLUMBING EQUIPMENT TAG
(POWERED)
PLUMBING EQUIPMENT TAG (NON-POWERED)
1
A101
SIM
SECTION MARKER
SHEET KEY NOTE
FITTINGS:
CR CONCENTRIC REDUCER
ERECCENTRIC REDUCER
P&TPRESSURE/
TEMPERATURE PORT TAPS
U UNION
EJ EXPANSION JOINT
FC FLEXIBLE PIPE CONNECTOR
AC ALIGNMENT GUIDE
AN PIPE ANCHOR
FS FS FLOW SWITCH
PS PS PRESSURE SWITCH
PGPRESSURE GAUGE W/ GAUGE COCK
STEAM TRAP
ELBOW UP
ELBOW DN
TEE UP
TEE DN
(NOT ALL SYMBOLS LISTED BELOW ARE USED IN THIS SET OF MECHANICAL DRAWINGS)
A101
1SIM
DIAGRAM CALLOUT
DOMESTIC COLD WATER
CW
DOMESTIC HOT WATER
HW
DOMESTIC HOT RECIRCULATING
WATER
HWC
SANITARY WASTE ABOVE FLOOR
SAN
SANITARY WASTE BELOW FLOORSBF
V
ST
SANITARY VENT
STORM PIPING
OD STORM OVERFLOOR PIPING
SCW SOFT COLD WATER
G LOW PRESSURE GAS (<= 0.5 PSI)
MG MEDIUM PRESSURE GAS (0.5 TO 2 PSI)
F FIRE
DR EQUIPMENT DRAIN
A COMPRESSED AIR
D INDIRECT DRAIN
EXISTING PIPING1i
(E)
POINT OF CONNECTION
INVERT ELEVATION
VALVES:
GV GATE VALVE
CV CHECK VALVE
PRVPRESSURE
REDUCING VALVE
SV SOLENOID VALVE
BLV BALANCING VALVE
GLVGLOBE VALVE
(STRAIGHT PATTERN)
BFV BUTTERFLY VALVE
BV BALL VALVE
PV PLUG VALVE
DVHOSE END DRAIN
VALVE
GLVGLOBE VALVE
(ANGLE PATTERN)
TPRTEMPERATURE/
PRESSURE RELIEF VALVE
STRSTRAINER W/
BLOW-OFF VAVLVE & CAPPED HOSE
END
FV FLOW VENTURI
WCO WALL CLEANOUT
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FS FLOOR SINK
HB
WH
HOSE BIBB
WALL HYDRANT
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AP ACCESS PANEL
DIA DIAMETER
DN DOWN
DWG DRAWING
(E) EXISTING
FPM FEET PER MINUTE
FS FLOOR SINK
FT. WC.FEET WATER COLUMN
GAL GALLON
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
IN. WC. INCHES WATER COLUMN
ISOL. ISOLATOR
KW KILOWATTS
LBS POUNDS
LBS/HR POUNDS PER HOUR
MAX MAXIMUM
MIN MINIMUM
(N) NEW
NTS NOT TO SCALE
O.C. ON CENTER
OPNG OPENING
P PUMP
PD PRESSURE DROP/ DIFFERENTIAL
PRESS PRESSURE
PSIG POUNDS PER SQUARE INCH GAUGE
QTY QUANTITY
(R) RELOCATE
REF REFERENCE
RPM REVOLUTION PER MIN.
RQD REQUIRED
SHT SHEET
SPECS SPECIFICATIONS
SQFT SQUARE FOOT
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
VTR VENT THRU ROOF
W/ WITH
W/O WITHOUT
ABBREVIATIONS:
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Project Number
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07/15/20
PLUMBING PIPE MATERIALS SCHEDULE
NOTES
SERVICE
WASTE & VENT ABOVE GROUND
DOMESTIC WATER ABOVE GROUND
1. REFER TO SPECIFICATION FOR DETAILED REQUIREMENTS AND JOINING METHODS.
ALLOWABLE MATERIAL
CAST IRON PIPE: CISPI 301, HUBLESS. CAST IRON.
COPPER TUBE: TYPE L, DRAWN
BASIC PLUMBING REQUIREMENTS
1. CONDITIONS
1.1. UNLESS OTHERWISE NOTED, THE WORK DESCRIBED ON THE PLANS AND SPECIFICATIONS SHALL INCLUDE THE FURNISHING AND INSTALLATION OF ALL LABOR AND MATERIALS NECESSARY FOR COMPLETE AND OPERATIONAL HVAC AND PLUMBING SYSTEMS. CONTRACTOR SHALL
FURNISH THESE EVEN IF ITEMS REQUIRED TO ACHIEVE THIS (I.E. OFFSETS, ISOLATION AND BALANCING DEVICES, MAINTENANCE CLEARANCES, ETC.) ARE NOT SPECIFICALLY SHOWN.
1.2. ALL CAPACITIES ARE SCHEDULED AT A JOBSITE ALTITUDE OF 6100 FT ABOVE SEA LEVEL
2. CODES AND REGULATIONS
2.1. COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES, REGULATIONS AND ORDINANCES, AND THE LATEST APPLICABLE REQUIREMENTS OF THE 2015 INTERNATIONAL PLUMBING CODE, INTERNATIONAL BUILDING CODE, LATEST EDITIONS OF NFPA, PPRBD REGIONAL AMENDMENTS, AND
REGULATIONS OF THE UTILITY COMPANY FURNISHING SERVICE AS INTERPRETED BY THE LOCAL INSPECTION AUTHORITY WHO SHALL HAVE FINAL JURISDICTION.
2.2. COMPLY ALSO WITH ALL OSHA REQUIREMENTS AND DIRECTIVES.
3. DEFINITIONS
3.1. DEFINITIONS OF DIVISION 1 AND GENERAL CONDITIONS OF THIS SPECIFICATION ALSO APPLY TO DIVISION 22-23 CONTRACT.
3.2. "PROCUREMENT REQUIREMENTS" CONSTITUTE THE SOLICITATION, INSTRUCTIONS FOR PROCUREMENT, AVAILABLE INFORMATION, AND PROCUREMENT FORMS AND SUPPLEMENTS.
3.3. “CONTRACT DOCUMENTS” CONSTITUTE THE CONTRACTING REQUIREMENTS, SPECIFICATIONS, CONTRACT DRAWINGS, PRE-CONTRACT REVISIONS (ADDENDA), CLARIFICATIONS AND PROPOSALS, AND CONTRACT MODIFICATIONS PREPARED BY ARCHITECT FOR CONTRACTOR'S BID OR
CONTRACTOR'S NEGOTIATIONS WITH THE OWNER.
3.4. "CONSTRUCTION DOCUMENTS" INCLUDE THE "PROCUREMENT REQUIREMENTS", "CONTRACT DOCUMENTS", AND ANY RESOURCE DRAWINGS.
3.5. “CONSTRUCTION SUBMITTALS” AND SIMILAR TERMS FOR DIVISION 22-23 WORK REFER TO SHOP DRAWINGS, COORDINATION DRAWINGS, PRODUCT DATA, SAMPLES, QA/QC SUBMITTALS, INFORMATIONAL SUBMITTALS, AND CONSTRUCTION PHOTOGRAPHS PREPARED BY THE CONTRACTOR
THAT CONVEY INFORMATION ABOUT SYSTEMS, EQUIPMENT, MATERIALS, PRODUCTS, AND ADMINISTRATIVE MATTERS, AND ARE NOT CONSIDERED CONSTRUCTION DOCUMENTS.
3.6. “(N)” INDICATES “NEW” EQUIPMENT TO BE PROVIDED UNDER THIS CONTRACT.
3.7. “(E)” INDICATES “EXISTING” EQUIPMENT ON SITE WHICH MAY OR MAY NOT NEED TO BE RELOCATED AS A PART OF THIS WORK.
3.8. “(R)” INDICATES EXISTING EQUIPMENT TO BE RELOCATED AS PART OF THIS WORK.
3.9. “FURNISH” MEANS TO “SUPPLY” AND USUALLY REFERS TO AN ITEM OF EQUIPMENT.
3.10. “INSTALL” MEANS TO “SET IN PLACE, CONNECT AND PLACE IN FULL OPERATIONAL ORDER”.
3.11. “PROVIDE” MEANS TO “FURNISH AND INSTALL”.
3.12. “EQUIVALENT” MEANS “MEETS THE SPECIFICATIONS OF THE REFERENCE PRODUCT OR ITEM IN ALL SIGNIFICANT ASPECTS.” SIGNIFICANT ASPECTS SHALL BE AS DETERMINED BY THE ARCHITECT.
3.13. “WORK BY OTHER(S) DIVISIONS”; “RE:_____ DIVISION”, AND SIMILAR EXPRESSIONS MEAN WORK TO BE PERFORMED UNDER THE CONTRACT DOCUMENTS, BUT NOT NECESSARILY UNDER THE DIVISION OR SECTION OF THE WORK ON WHICH THE NOTE APPEARS. IT IS THE
CONTRACTOR'S SOLE RESPONSIBILITY TO COORDINATE WORK OF THE CONTRACT BETWEEN HIS/HER SUPPLIERS, SUBCONTRACTORS AND EMPLOYEES. IF CLARIFICATION IS REQUIRED, CONSULT ARCHITECT BEFORE SUBMITTING BID.
3.14. BY INFERENCE, ANY REFERENCE TO A “CONTRACTOR” OR “SUB-CONTRACTOR” MEANS THE ENTITY WHICH HAS CONTRACTED WITH THE OWNER FOR THE WORK OF THE CONTRACT DOCUMENTS.
3.15. “ENGINEER” MEANS THE DESIGN PROFESSIONAL FIRM WHICH HAS PREPARED THESE CONTRACT DOCUMENTS. ALL QUESTIONS, SUBMITTALS, ETC. OF THIS DIVISION SHALL BE ROUTED TO THE ARCHITECT THROUGH PROPER CONTRACTUAL CHANNELS.
4. DRAWINGS AND SPECIFICATIONS
4.1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND SHALL NOT BE SCALED. THEY SHOW CERTAIN PHYSICAL RELATIONSHIPS WHICH MUST BE ESTABLISHED WITHIN THE DIVISION 22 WORK AND ITS INTERFACE WITH OTHER WORK. ESTABLISHING THIS RELATIONSHIP IN THE FIELD IS THE
EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR. THIS DIVISION SHALL COORDINATE ITS WORK WITH ALL DIVISIONS OF THE WORK AND ADJUST ITS WORK AS REQUIRED BY ACTUAL CONDITIONS OF THE PROJECT.
4.1.1. THE CONTRACTOR SHALL VISIT THE SITE BEFORE SUBMITTING A BID TO BECOME THOROUGHLY FAMILIAR WITH THE ACTUAL CONDITIONS OF THE PROJECT.
4.1.2. CERTAIN SYSTEMS REQUIRE ENGINEERING OF INSTALLATION DETAILS BY CONTRACTOR. UNLESS FULLY DETAILED IN THE CONTRACT DOCUMENTS, SUCH ENGINEERING IS THE EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR.
4.1.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE WHERE CLEARANCES ARE LIMITED, AND WHERE INSTALLATION DRAWINGS OR SCHEMATICS, “CONSTRUCTION DRAWINGS”, OR COORDINATION DRAWINGS MAY BE REQUIRED. THE CONTRACTOR SHALL PREPARE ALL SUCH
COORDINATION DRAWINGS AS PART OF THE BASE CONTRACT. SUCH DRAWINGS MAY BE SUBMITTED TO THE ARCHITECT FOR RECORD AND COMMENT (AT THE CONTRACTOR'S OPTION).
4.2. REFER TO ARCHITECTURAL AND CIVIL DRAWINGS AND SPECIFICATIONS, AS A PART OF THIS SET, AND BE RESPONSIBLE FOR ALL INFORMATION CONTAINED THEREIN THAT AFFECTS MECHANICAL WORK.
4.3. LAY OUT ALL WORK IN ADVANCE. DO NOT DEFACE WORK OF OTHER TRADES.
5. PERMITS
5.1. SECURE AND PAY FOR ALL PERMITS, FEES, TAXES, LICENSES, UTILITY COMPANY CHARGES AND INSPECTIONS IN CONNECTION WITH THE MECHANICAL WORK.
6. COORDINATION
6.1. ORDER THE PROGRESS OF THE WORK TO CONFORM TO THE PROGRESS OF OTHER TRADES. COORDINATE ALL ELECTRICAL INSTALLATION AND ROUGH-IN AS REQUIRED.
7. WORKMANSHIP
7.1. PROVIDE A COMPETENT FOREMAN ON THE JOB AT ALL TIMES. ACCOMPLISH ALL WORK IN A NEAT, WORKMANLIKE, FIRST-QUALITY MANNER COMPATIBLE WITH GOOD COMMERCIAL PRACTICES AND STANDARDS. PROVIDE COMPETENT WORKMEN.
8. SHOP DRAWINGS AND MATERIALS LIST
8.1. SUBMIT COMPLETE MANUFACTURER'S SHOP DRAWINGS AND MATERIAL LISTS FOR APPROVAL OR AS REQUIRED IN DIVISION 1. PRIOR TO SUBMITTING THE SHOP DRAWINGS, REVIEW AND CERTIFY SAME AS TO COMPLIANCE WITH THE PLANS AND SPECIFICATIONS AND FOR DIMENSIONAL
SUITABILITY FOR THE APPLICATION. ALL PROPOSED DEVIATIONS FROM SPECIFICATIONS MUST BE CLEARLY LISTED UNDER A PROMINENT HEADING ENTITLED “DEVIATIONS”. INCLUDE ALL EQUIPMENT, VALVES, PIPING, AND APPURTENANCES.
8.2. PROVIDE MATERIAL AS SPECIFIED. SUBSTITUTIONS MAY BE CONSIDERED BEFORE THE CONTRACT DATE AS LONG AS DEDUCT ALTERNATE IS SUBMITTED AT BID TIME. SUBMIT SUBSTITUTIONS SEPARATELY FOR EACH PRODUCT WITH SUPPORTING DATA, DRAWINGS AND SAMPLES AS
APPROPRIATE, INCLUDING:
8.2.1. ITEMIZED COMPARISON OF THE QUALITIES OF THE PROPOSED SUBSTITUTION WITH THAT SPECIFIED.
8.2.2. CHANGES REQUIRED IN OTHER ELEMENTS OF THE WORK BECAUSE OF THE SUBSTITUTION.
8.2.3. COST DATA COMPARING THE PROPOSED SUBSTITUTION WITH THE PRODUCT SPECIFIED.
8.2.4. THE ARCHITECT WILL BE THE JUDGE OF THE ACCEPTABILITY OF THE PROPOSED SUBSTITUTION.
8.2.5. ALL MATERIALS SHALL BE NEW AND BEAR THE UNDERWRITERS' LABORATORIES, INC. APPROVAL, PROVIDED A STANDARD HAS BEEN ESTABLISHED FOR THE MATERIAL.
8.2.6. ALL EQUIPMENT SHALL MEET OR EXCEED MINIMUM REQUIREMENTS OF SMACNA AND ASHRAE.
9. INSTALLATION
9.1. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH INFORMATION AS INDICATED ON THE DRAWINGS AND IN FULL ACCORD WITH MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS.
10. CUTTING AND PATCHING
10.1. PROVIDE ALL CUTTING, CHANNELING, CHASING, DRILLING, ETC., OPERATIONS AS MAY BE REQUIRED FOR THE MECHANICAL WORK. IN GENERAL, ALL SUCH OPERATIONS SHALL BE HELD TO A MINIMUM.
10.2. ALL PATCHING AND PAINTING SHALL BE DONE BY THE CONTRACTOR.
11. TEMPORARY CONSTRUCTION
11.1. PROVIDE TEMPORARY HEAT AND WATER FOR CONSTRUCTION AS REQUIRED. USE OF EXISTING HEAT AND UTILITIES IS NOT ACCEPTABLE WITHOUT PRIOR WRITTEN PERMISSION OF THE ARCHITECT.
12. INTERRUPTION OF EXISTING SERVICES
12.1. SHUTDOWN, WHEN NECESSARY, SHALL BE SCHEDULED THREE (3) WEEKS IN ADVANCE WITH THE OWNER AND PERFORMED DURING NON-WORKING HOURS (7:00PM - 6:00AM). INTERRUPTION SHALL BE ONLY AT OWNER APPROVED TIMES.
13. GUARANTEE
13.1. GUARANTEE ALL MATERIALS, LABOR, WORKMANSHIP AND THE SUCCESSFUL OPERATION OF ALL EQUIPMENT INSTALLED UNDER THIS CONTRACT FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST DEFECTS AND FAULTY WORKMANSHIP.
13.2. REPAIR OR REPLACE, AT NO EXPENSE TO THE OWNER, ALL DEFECTS WHICH MAY ARISE DURING THIS TIME DUE TO INFERIOR OR DEFECTIVE MATERIALS, EQUIPMENT OR WORKMANSHIP.
14. RECORD DRAWINGS
14.1. MAINTAIN A COMPLETE SET OF MECHANICAL DRAWINGS AT THE JOB SITE WITH ALL CHANGES TO CONTRACT DOCUMENTS NEATLY MARKED THEREON IN A CONTRASTING COLOR. THIS SHALL BE A SEPARATE SET OF DRAWINGS NOT USED FOR CONSTRUCTION PURPOSES, WHICH
SHALL BE KEPT UP TO DATE AS THE JOB PROGRESSES AND SHALL BE MADE AVAILABLE FOR OBSERVATION BY THE ARCHITECT AT ALL TIMES. SUBMIT A COMPLETE RECORD SET OF DRAWINGS INCORPORATING ALL ADDENDUMS, BULLETINS AND INFORMATION REQUESTS TO THE
ARCHITECT UPON COMPLETION OF THE PROJECT. PROVIDE ELECTRONIC CAD AND PDF FILES OF RECORD DRAWINGS ALONG WITH HARD COPY OF DRAWINGS.
15. DEMONSTRATION
15.1. DEMONSTRATE THE OPERATION OF ALL SYSTEMS FOR THE OWNER AT A TIME AS DIRECTED BY THE ARCHITECT.
16. MAINTENANCE MANUALS
16.1. PRIOR TO COMPLETION OF PROJECT, SUBMIT FOUR (4) SETS OF OPERATION AND MAINTENANCE MANUALS IN THREE RING BINDERS.
17. EXISTING BUILDING
17.1. THE CONTRACTOR'S ATTENTION IS CALLED TO THE FACT THAT THE EXISTING BUILDING WILL BE OCCUPIED BY THE OWNER DURING CONSTRUCTION. CONTINUED OPERATION OF THE FACILITY SHALL NOT BE HINDERED BY THIS WORK. THE CONTRACTOR SHALL ACCOUNT FOR ALL
ADDITIONAL COSTS WHICH MAY BE INCURRED BY HIM DUE TO THE DIFFICULTY OF WORKING OVER AND AROUND EMPLOYEES, DESKS, EQUIPMENT, ETC.; AND DUE TO THE HOURS OF THE DAY IN WHICH AN AREA MAY BE AVAILABLE WHEN SUBMITTING HIS BID.
17.2. MATCH THE MATERIAL AND CONSTRUCTION METHODS OF ALL RELOCATED PIPE, CONDUITS, ETC. WHICH ARE TO BE RELOCATED WITH THAT OF THE ORIGINAL.
17.3. DURING DEMOLITION OPERATIONS, ALL PERSONS AND PROPERTY SHALL BE PROTECTED. THE WORK SHALL PROCEED IN SUCH A MANNER SO AS TO MINIMIZE ANY SPREADING OF DUST, DEBRIS AND FLYING PARTICLES, AND SO THAT ANY RELATED EFFECTS OF THE DEMOLITION DO
NOT INTERFERE WITH SURROUNDING EQUIPMENT, PERSONNEL OR THE OPERATION OF THE BUILDING.
17.4. MINIMIZE DISRUPTIONS TO MECHANICAL AND ELECTRICAL SYSTEMS IN OCCUPIED AREAS. COORDINATE ANY REQUIRED SYSTEM OUTAGES WITH THE ARCHITECT IN ADVANCE.
18. TENANT FINISH
18.1. NO INCREASE ON CONTRACT SUM WILL BE ALLOWED DUE TO LACK OF KNOWLEDGE OF EXISTING CONDITIONS. COORDINATE AND ADJUST ALL WORK BETWEEN TRADES AND EXISTING CONDITIONS IN ORDER TO ACCOMPLISH A NEAT, INTEGRATED AND EFFICIENT INSTALLATION.
18.2. EXAMINE THE CONTRACT DOCUMENTS OF ALL TRADES (E.G., THE ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL LIGHTING PLAN, ETC.).
18.3. COORDINATE NECESSARY EQUIPMENT AND PIPING LOCATIONS SO THAT THE FINAL INSTALLATION IS COMPATIBLE WITH THE MATERIALS AND EQUIPMENT OF THE OTHER TRADES.
BASIC MECHANICAL MATERIALS AND METHODS
1. PRODUCTS
1.1. ACCESS PANELS.
1.1.1. REFER TO ARCHITECTURAL DOCUMENTS FOR FINISHES AND PANEL TYPES.
1.1.2. DOORS SHALL BE A MINIMUM OF 16 GAUGE STEEL, UNLESS REQUIRED OTHERWISE FOR FIRE RATING.
1.1.3. PROVIDE WITH CONCEALED OR FLUSH MOUNT LATCHES.
1.1.4. PROVIDE WITH FIRE RATING EQUIVALENT TO CONSTRUCTION WHICH INSTALLED.
1.2. FIRE-STOPPING MATERIALS.
1.2.1. PRODUCTS TO BE USED SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E 814-88, “AND UL 1479 TEST METHOD FOR THROUGH PENETRATIONS”, AND BE LISTED IN THE UL FIRE RESISTANCE DIRECTORY.
1.2.2. PROVIDE FASTENERS, RESTRICTING COLLARS, BACKING MATERIALS, AND PROTECTIVE COATINGS AS REQUIRED TO COMPLY WITH THE UL SYSTEM LISTING
2. APPLICATION
2.1. CUTTING AND PATCHING.
2.1.1. WHERE CUTTING AND PATCHING IS REQUIRED, ARCHITECTURAL REQUIREMENTS GOVERN.
2.1.2. KEEP CUTTING TO A MINIMUM WHERE REQUIRED.
2.1.3. PROVIDE PATCHING TO MATCH EXISTING AT A MINIMUM.
2.1.4. DO NOT CUT OR DRILL THROUGH STRUCTURAL ITEMS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT.
2.2. ACCESS PANELS
2.2.1. FURNISHED & LOCATED BY DIVISION 22, INSTALLED BY TRADE RESPONSIBLE FOR SURFACE IN WHICH IT IS INSTALLED.
2.2.2. COORDINATE EXACT LOCATION WITH ARCHITECT OR ARCHITECTURAL DRAWINGS.
2.3. FIRE-STOPPING
2.3.1. INSTALL FIRESTOPPING MATERIALS IN ACCORDANCE WITH THEIR UL AND ASTM TESTED METHODS.
2.3.2. INSTALL FIRE STOPPING AT ALL PENETRATIONS THROUGH FIRE-RATED CONSTRUCTION.
IDENTIFICATION
1. LABEL ALL NEW PIPING.
2. PROVIDE FULL BAND OR STRIP TYPE MARKERS AND FLOW ARROWS ON PIPING.
3. PROVIDE LABEL COLORS TO COMPLY WITH ANSI A13.1.
PLUMBING PIPE AND PIPE FITTINGS
1. DOMESTIC WATER, SIZE FOUR INCH AND UNDER:
1.1. PIPE: COPPER TUBE, HARD TEMPER, TYPE L.
1.2. FITTINGS: WROUGHT COPPER, OR CAST BRONZE.
1.3. BRAZED, SOLDERED OR PROPRESS JOINTS.
1.4. BALL VALVES:
1.4.1. ALL BRONZE, FULL PORT, 150 SWP, ADJUSTABLE PACKING GLAND NUT, TWO PIECE DESIGN.
2. SOIL AND VENT PIPING, ALL SIZES:
2.1. ABOVE GROUND:
2.1.1. CAST IRON NO HUB, NEOPRENE GASKET AND STAINLESS STEEL SLEEVE JOINT.
2.1.2. COUPLINGS SHALL BE HEAVY DUTY, ALL STAINLESS STEEL: 3" WIDE 304 STAINLESS STEEL SHIELD; "FLOATING" EYELET. CISPI 301, CERTIFIED BY NSF INTERNATIONAL, BEAR BOTH CISPI 301 AND NSF INTERNATIONAL COLLECTIVE TRADEMARKS ON COUPLINGS.
2.1.2.1. TORQUE TO MINIMUM 30 INCH POUNDS PER MANUFACTURER'S RECOMMENDATION.
2.1.2.2. HUSKY SERIES 4000 OR EQUIVALENT.
3. PIPING INSTALLATION:
3.1. ALL PIPING SHALL BE ADEQUATELY SUPPORTED FROM THE BUILDING STRUCTURE TO PREVENT SAGGING, POCKETING, SWAYING OR DISPLACEMENT BY MEANS OF HANGERS AND SUPPORTS. PIPING SHALL NOT BE SUPPORTED BY EQUIPMENT.
3.2. SUPPORT CAST IRON PIPE EACH SIDE OF EACH JOINT.
3.3. FLUSH OUT PIPING AND REMOVE CONTROL DEVICES BEFORE PERFORMING PRESSURE TEST. PRESSURIZE PIPING AT FULL HEIGHT COLUMN OF WATER IN PIPING. IF LEAKAGE IS OBSERVED , REPAIR LEAKS AND RETEST.
3.4. SLOPE ALL GRAVITY DRAINAGE PIPING AS REQUIRED BY PLANS AND IN ACCORDANCE WITH APPLICABLE CODES.
PLUMBING FIXTURES
1. PLUMBING FIXTURES MUST CONFORM TO THE STANDARDS SET FORTH BY THE INTERNATIONAL PLUMBING CODE VERSION ENFORCED BY CODE AUTHORITIES AND IAPMO.
2. COMPLY WITH MAXIMUM WATER REQUIREMENT OF PLUMBING FIXTURES: TANK TYPE WATER CLOSET 1.28 GPM, URINAL 0.5 GPM, LAVATORY 0.5 GPM & SHOWER 1.5 GPM.
PIPING AND EQUIPMENT INSULATION
1. MANUFACTURERS
1.1. JOHNS-MANVILLE, ARMSTRONG, OWENS-CORNING, KNAUF.
2. MATERIALS
2.1. SEAL ALL PIPING WHICH IS NORMALLY COLDER THAN AMBIENT WITH VAPOR BARRIER RATED MASTIC.
2.2. TYPE A: FIBERGLASS PIPE INSULATION WITH SELF ADHESIVE ALL SERVICE VAPOR BARRIER JACKET. FITTINGS INSULATED WITH FIBERGLASS INSERTS IN PVC FITTING COVERS. ALL MATERIALS FLAME SPREAD 25, SMOKE DEVELOPED 50.
2.3. TYPE B: FLEXIBLE ELASTOMERIC CLOSED CELL PIPE INSULATION, FLAME SPREAD 25, SMOKE DEVELOPED 50.
3. APPLICATION
3.1. PIPING
3.1.1. ABOVE GROUND DOMESTIC COLD WATER.
3.1.1.1. ALL SIZES, ½" THICK TYPE A OR B.
3.1.1.2. PVC JACKET WHERE EXPOSED IN NORMALLY OCCUPIED AREAS FOR NEW AND EXISTING PIPING.
3.1.2. ABOVE GROUND DOMESTIC HOT WATER AND HOT WATER RECIRCULATION.
3.1.2.1. LESS THAN 2-1/2" - 1" THICK TYPE A OR B.
3.1.2.2. PVC JACKET WHERE EXPOSED IN NORMALLY OCCUPIED AREAS FOR NEW AND EXISTING PIPING.
TEST-ADJUST-BALANCE
1. NOTIFY THE CONTRACTOR OF CONDITIONS DETRIMENTAL TO THE PROPER COMPLETION OF THE TEST-ADJUST-BALANCE WORK PRIOR TO THE START OF BALANCING. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.
2. TEST PRESSURE PIPING TO 150 PSI FOR FOUR (4) HOURS; GRAVITY DRAIN PIPING TO TOP OF SYSTEM.3. SUBMIT COMPLETE BALANCE REPORTS TO THE ARCHITECT.
4. SUBMIT APPROVED BALANCE REPORT TO INSPECTOR AT TIME OF FINAL INSPECTION.
5. AFTER SYSTEM HAS BEEN IN OPERATION FOR ONE (1) MONTH, THOROUGHLY CHECK SYSTEM AND DEVICES FOR WATER (PLUMBING) LEAKAGE.
6. CHLORINATE DOMESTIC WATER SYSTEMS PER CODE AND CERTIFY.
EXISTING BUILDING HAS A 4" DOMESTIC CW SYSTEM WITH REDUCED PRESSURE BACKFLOWPREVENTER AND METER. THIS PROJECT HAS REMOVED ONE (1) EXISTING PLUMBING FIXTURE AND REPLACED SEVENTEEN (17) EXISTING FIXTURES WITH NEW LOW FLOW FIXTURES. THE LOAD FOR THE ENTIRE BUILDING HAS DECREASED. THE EXISTING WATER ENTRY ASSEMBLY HAS NOT CHANGED.
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PLUMBINGSPECIFICATIONS
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REF.
2 3 4 5 6 7 8 9
10
9.48.98.2
G
H
I
1.5
D
E
F
P3
P3
P3
P3
P1
P2
P4
P4P4
P4
P5
P5
P5
P5 P5
OFFICE
H025
OFFICE
H022
OFFICE
H021
OFFICE
H020
BREAK ROOM
H023
TOILET
H024
FEMALELOCKER RM
H013A
MALELOCKER RM
H014A
COMMONELECT
H017
COURT ROOM
H035
HOLDING
H036
CORRIDOR
H036A
VESTIBULE
H037
FEMALES
H013
MALES
H014
COMMANDSTAFF LKR RM
H037A
STORAGE
H027
CORRIDOR
H000
ACA
H028
OFFICE
H031
MAIL ROOM
H030
STORAGE
H029
JUDGESCHAMBER
H034
CLERK
H032
TOILET
H033
SALLYPORT
I053
OFFICE
I007
CITY ID
I045
BREAK ROOM
H012
TELEPHONEROOM
H011
COMPUTERROOM
H010
STORAGE
H007
OFFICE
H008
CONFERENCEROOM
H009
RECEPTION
H001
OFFICE
H006
OFFICE
H005
OFFICE
H004
OFFICE
H003
OFFICE
H002
SECURITYOFFICE
I001A
LOBBY
I001
WOMENS
I003
MENS
I002
SALLYPORT
I004
VEST
I004A
WOMENSTOILET
I043
MENS TOILET
I042
TELECOMROOM
I041
ELECTRICALROOM
I040
OFFICE
I039
OFFICE
I038
INMATEWAITING
I044
INTERVIEW
I046
INTERVIEW
I047
BRIEFING
I034
BREAK ROOM
I035
LOBBY
I000A
VESTIBULE
I000
TOILET
I036
STORAGE
I033
INTAKE
I037
INTERVIEW
I031
INTERVIEW
I030
INTAKE LOBBY
I029
INTERVIEW
I028
INTEERVIEW
I027
INTOX
I024
JANITORS
I023
INTOX
I025
SALLYPORT
I026
JANITORS
I020
MEDICALINTERVIEW
I021
MEDICALINTERVIEW
I022
CELL 9
I019CELL 8
I018
CELL 7
I017
INMATEWAITING
I010
CELL 6
I016
CELL 5
I015
CELL 4
I014
CELL 3
I013
CELL 2
I012
CELL 1
I011
WOMENSPROCESS
I009
Room
I049
MENSPROCESS
I008
P3 P1
P1P2
P3P1
P1
SH-1
SH-1
SH-1
SH-1
L-1
L-1
WC-2
UR-1
WC-2
WC-1
L-1
L-1
L-1 WC-2
WC-2UR-1
L-1
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PLUMBING FLOORPLAN
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1/8" = 1'-0"1 PLUMBING PLAN
PLUMBING GENERAL NOTES
I CONTRACTOR SHALL FIELD VERIFY SIZES ANDLOCATION OF PIPING PRIOR TO BEGINNINGWORK.
II REFER TO GENERAL DEMOLITION NOTES ONARCHITECTURALDRAWINGS FOR ADDITIONALINFORMATION AND SCOPE OF WORKREQUIREMENTS. REFER TO ARCHITECTURALDRAWINGS FOR DIMENSIONED FLOOR PLANS.
III RESERVE RIGHT OF OWNER TO FIRST REFUSALFOR ALL EXISTING PLUMBING FIXTURES OREQUIPMENT REMOVED. FIXTURES ANDEQUIPMENT NOT ACCEPTED FOR OWNER USE,AND ALL DEBRIS, SHALL BE REMOVED FROMSITE FOR PROPER DISPOSAL.
IV REMOVE ALL EXISTING PIPING SERVINGPLUMBING FIXTURES OR EQUIPMENT BEINGREMOVED. REMOVE PIPING BACK TO EXISTINGMAINS AND CAP OR PLUG AS REQUIRED OR ASSHOWN. FIELD COORDINATE WITH OWNERREPRESENTATIVE AND ALL TRADES TO MINIMIZEDISRUPTION OF EXISTING SERVICES.
V ALL APPLICABLE PLUMBING FIXTURES,APPURTENANCES AND PIPING SHALL COMPLYWITH "REDUCTION OF LEAD IN DRINKING WATERACT" PUBLIC LAW 111-380.
VI WHERE EXISTING WASTE, VENT AND WATERPIPES PROVIDE ROUGH-IN FOR NEW FIXTURE,LEAVE EXISTING PIPES SUITABLE FOR NEWCONNECTIONS.
VII RELOCATE AND ADD NEW SPRINKLER HEADSAND SIZE PIPES PER NFPA 13.
VIII SEAL ALL PENETRATIONS THROUGH RATEDWALLS AND FLOORS TO MAINTAIN THEINTEGRITY OF THE RATING.
IX MATCH EXISTING MATERIALS FOR LIKE NEWWORK.
X USE CURRENT CODE FOR PLUMBING PIPEINSULATION.
KEY NOTES
P1 REPLACE EXISTING WATER CLOSET WITHNEW. CONFIRM IN FIELD AND MATCHEXISTING BOLT PATTERNS.
P2 REMOVE EXISTING URINALS. REPLACE WITHONE NEW URINAL AND NEW WALL CARRIEREQUAL TO ZURN Z122.
P3 REPLACE EXISTING LAVATORY WITH NEW.PROVDE WATTS LFUSG-B-M2 MIXING VALVE.CONNECT 2"SAN, 2"VENT AND 1/2"CW & HWTO EXISTING. PROVIDE NEW RISERS,SUPPLIES AND TRAP.
P4 REPLACE EXISTING SHOWER VALVES WITHNEW. CONFIRM IN FIELD AND MATCHEXISTING BOLT PATTERNS.
P5 EXISTING PLUMBING FIXTURES TO REMAIN.
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PLUMBINGSCHEDULES
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PLUMBING FIXTURE SCHEDULE
CODE FIXTURE DESCRIPTION LOCATION
MIN CW
CONN
MIN. HW
CONN
MIN. SAN
CONN
MIN. VENT
CONN. MANUFACTURER MODEL NO. FAUCET/FLUSH VALVE REMARKS
L-1 LAVATORY (ADA) COUNTER MOUNTED - 0.5 GPM RESTROOMS 1/2" 1/2" 1 1/2" 1 1/2" SLOAN SS-3102 SLOAN BASYS EFX-250-4-BAT-BDT-CP-0.5-MLM-IR-FCT ADA, EBF, CT, GS, PT, ST
SH-1 SHOWER (ADA) HAND HELD SHOWER - 1.5 GPM LOCKER RESTROOMS 1/2" 1/2" 0" 0" BRADLEY WS-1WCA - ADA, AS, HH W/ EF VALVE
UR-1 URINAL (ADA) WALL HUNG - EBFV - 0.5 GPF RESTROOMS 3/4" 0" 2" 1 1/2" SLOAN SU-1006 SLOAN G2 SENSOR G2 8186-0.5 ADA, EBFV, VC, WFC, TS W/ SS DRAIN GUARDS
WC-1 WATER CLOSET FLOOR MOUNTED - FV - 1.28 GPF RESTROOMS 1" 0" 4" 2" SLOAN ST-2009 SLOAN G2 SENSOR G2 8111-1.28 EBFV, BO, FM, S, VC, TS, EB
WC-2 WATER CLOSET (ADA) FLOOR MOUNTED - FV - 1.28 GPF RESTROOMS 1" 0" 4" 2" SLOAN ST-2029 SLOAN G2 SENSOR G2 8111-1.28 ADA, EBFV, BO, FM, S, VC, TS, EB
PB PRESSURE BALANCING
PC POLISHED CHROME
PES PORCELAIN ENAMELED STEEL
PT CHROME PLATED BRASS P-TRAP WITH CLEANOUT
PTB PRESSURE - TEMPERATURE BALANCED
RB REGULAR/PLAIN BOWL
S SOLID WHITE ELONGATED OPEN FRONT SEAT, LESS COVER WITH CHECK HINGE
SC SOLID WHITE ELONGATED OPEN FRONT SEAT WITH COVER
SP SOLID WHITE PLAIN-RIM OPEN FRONT SEAT, LESS COVER WITH CHECK HINGE
SS STAINLESS STEEL
ST CHROME PLATED BRASS ANGLE LOOSE KEY STOPS
TS TOP SPUD
VB VACUUM BREAKER
VC VITREOUS CHINA
VR VANDAL RESISTANT
WFC WALL FIXTURE CARRIER
WH WALL HUNG
WO WALL OUTLET
GENERAL NOTES
1 COLD WATER AND DRAINAGE FIXTURE UNITS AND SIZES ARE BASED ON THE 2015 INTERNATIONAL PLUMBING CODE FOR DESIGN BASIS.
2 ALL EXPOSED PIPING SERVICING ADA FIXTURES SHALL BE INSULATED PER ADA REQUIREMENTS WITH TRUEBRO HANDI LAV-GUARD SYSTEM.
3 ALL FIXTURES ARE WHITE UNLESS OTHERWISE NOTED. ALL TRIM IS CHROME UNLESS OTHERWISE INDICATED.
4 REFER TO ARCHITECTURAL DRAWINGS FOR ALL MOUNTING HEIGHTS.
5 PROVIDE ALL PLUMBING FIXTURE ACCESSORIES, (CHROME PLATED), SUCH AS BUT NOT LIMITED TO TRAPS, STRAINERS, SUPPLIES (WHEELSTOPS, ANGLE STOPS WITH LOOSE KEY STOPS) VERTICAL RISER TUBES, (AERATORS, VANDAL RESISTANT AERATORS), ETC.
6 PROVIDE SHOCK ARRESTORS AT ALL TOILET ROOM GROUPS AND QUICK-CLOSING VALVES. LOCATE BEHIND WALL OR ABOVE CEILING.COORDINATE LOCATION WITH ARCHITECT AND PROVIDE ACCESS PANEL WHERE REQUIRED IN HARD SURFACES.
7 ALL PLUMBING FIXTURES SHALL COMPLY WITH "REDUCTION OF LEAD IN DRINKING WATER ACT" PUBLIC LAW 111-380.
8 PROVIDE SHUTOFF BALL VALVES BEHIND ACCESS PANEL IN HOT AND COLD WATER SUPPLY PIPES TO MSB'S.
9 WHERE CONNECTION SIZE IS NOTED AS 0", SIZE AS REQUIRED.
ABBREVIATIONS
ADA AMERICANS WITH DISABILITIES ACT AND ANSI 117.1 APPROVED
AS ANTISCALD
BO BOTTOM OUTLET
CT COUNTER TOP
EB ELONGATED BOWL
EBF ELECTRONIC, BATTERY OPERATED FAUCET
EBFV ELECTRONIC, BATTERY OPERATED FLUSH VALVE
EWF ELECTRONIC, WIRED FAUCET W/ TRANSFORMER
EWFV ELECTRONIC, WIRED FLUSH VALVE W/ TRANSFORMER
FM FLOOR MOUNTED
FP FREEZE PROOF
FR FLOW RESTRICTOR
FT TANK
FV FLUSH VALVE
GS CHROME PLATED BRASS GRID STRAINER AND TAIL PIECE
HH HAND HELD SHOWER
IBP INTEGRAL BACKFLOW PREVENTER
MF METERING FAUCET
MV MIXING VALVE
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ABBREVIATIONS
A, AMPACADAAFAFFAFGAHYAMANNANTATSAUTOAUXAWG
BKRBFG
CCABCBCCTVCKTCLGCOCOMBCONDCTCU
dBDISCDLDWG
EEAECEFEGEHCELECELEVEMEMTEOLEQUIPEREWCEWHEXH
FF/AFACPFAAPFBOFCFDRFLAFLEXFLRFLUOR
GALVGENGFIGNDGRC
HDHHHIDHOAHPHPFHPSHTR
IDIMCINCAND
JBOX
KCMILKVAKWKWH
LALFCLPFLTGLV
MAXMBMCMCBMCCMCPMDPMECHMFRMGMHMINMLOMOVMTGMTRMSBMTDMTGMV
AMPEREABOVE COUNTERAMERICANS WITH DISABILITIES ACTAMPERE FUSE/FRAMEABOVE FINISHED FLOORABOVE FINISHED GRADEAIR HANDLING UNITAMMETERANNUNCIATORANTENNAAUTOMATIC TRANSFER SWITCHAUTOMATICAUXILIARYAMERICAN WIRE GAUGE
BREAKERBELOW FINISHED GRADE
CONDUITCABINETCIRCUIT BREAKERCLOSED CIRCUIT TELEVISIONCIRCUITCEILINGCONDUIT ONLYCOMBINATIONCONDUCTORCURRENT TRANSFORMERCOPPER
DECIBELDISCONNECTDAMP LABELDRAWING
EXISTINGEACHELECTRICAL CONTRACTOREXHAUST FANEQUIPMENT GROUNDELECTRIC HEATING COILELECTRIC OR ELECTRICALELEVATOREMERGENCYELECTRIC METALLIC TUBINGF/A END OF LINE RESISTOREQUIPMENTEXISTING TO BE REMOVED/RELOCATEDELECTRIC WATER COOLERELECTRIC WATER HEATEREXHAUST
FUSEFIRE ALARMFIRE ALARM CONTROL PANELFIRE ALARM ANNUNCIATOR PANELFURNISHED BY OTHERSFOOTCANDLESFEEDERFULL LOAD AMPERESFLEXIBLEFLOORFLUORESCENT
GALVANIZEDGENERATORGROUND FAULT CIRCUIT INTERRUPTERGROUNDGALVANIZED RIGID CONDUIT
HEAVY DUTYHAND HOLEHIGH INTENSITY DISCHARGEHAND-OFF-AUTOHORSEPOWERHIGH POWER FACTORHIGH PRESSURE SODIUMHEATER
INSIDE DIAMETERINTERMEDIATE GRADE METALLIC CONDUITINCANDESCENT
JUNCTION BOX
THOUSAND OF CIRCULAR MILLSKILOVOLT AMPEREKILOWATTKILOWATT HOUR
LIGHTNING ARRESTORLIQUIDTIGHT FLEXIBLE CONDUITLOW POWER FACTORLIGHTINGLOW VOLTAGE
MAXIMUMMAIN BREAKERSMECHANICAL CONTRACTORMAIN CIRCUIT BREAKERMOTOR CONTROL CENTERMOTOR CIRCUIT PROTECTORMAIN DISTRIBUTION PANELMECHANICALMANUFACTURERMOTOR GENERATORMANHOLE OR METAL HALIDEMINIMUMMAIN LUGS ONLYMOTOR OPERATED VALVEMOUNTING HEIGHTMOTORMAIN SWITCHBOARDMOUNTEDMOUNTINGMEDIUM VOLTAGE
NNECNCNFNFPANICNLNONTS
OCOD
PPAPBPBXPEPFPHPNLPRPRIPSCoPTPVCPWR
RRERECRGSRMRPM
SECSECTSHTSPDSPDTSPSTSTSTDSWSWBD
TTCTELTELCOTEMPTOTSTTCTTB
UCU/GUHULUONUPS
VV/DVFDVMWW/WHWHMWPWT
XFMRXP
NEUTRALNATIONAL ELECTRICAL CODENORMALLY CLOSEDNON FUSEDNATIONAL FIRE PROTECTION ASSOCIATIONNOT IN CONTRACTNIGHT LIGHTNORMALLY OPENNOT TO SCALE
ON CENTEROUTSIDE DIAMETER
POLEPUBLIC ADDRESSPUSH BUTTONPRIVATE BRANCH EXCHANGEPHOTOELECTRICPOWER FACTORPHASEPANELPAIRPRIMARYPUBLIC SERVICE COMPANYPOTENTIAL TRANSFORMERPOLYVINYL CHLORIDEPOWER
REMOVERELOCATED EXISTINGRECEPTACLERIGID GALVANIZED STEELROOMREVOLUTIONS PER MINUTE
SECONDARY/SECONDSECTIONSHEETSURGE PROTECTION DEVICESINGLE POLE, DOUBLE THROWSINGLE POLE, SINGLE THROWSHUNT TRIPSTANDARDSWITCHSWITCHBOARD
TWIST LOCKTIME CLOCKTELEPHONETELEPHONE COMPANYTEMPORARYTHERMAL OVERLOADTIME SWITCHTELEPHONE TERMINAL CABINET OR CLOSETTELEPHONE TERMINAL BOARD
UNDER COUNTERUNDER GROUNDUNIT HATERUNDERWRITER LABORATORIESUNLESS OTHERWISE NOTEDUNINTERRUPTIBLE POWER SUPPLY
VOLTVOICE/DATAVARIABLE FREQUENCY DRIVEVOLTMETERWATTWITHWATT HOURWATT HOUR METERWATHERPROOFWATERTIGHT
TRANSFORMEREXPLOSION PROOF
ABBREVIATIONS
ANNOTATION LEGEND
SYMBOL DESCRIPTION
RACEWAY LEGEND
SYMBOL
BRANCH CIRCUIT HOMERUN TO PANELBOARDNUMBER OF ARROWS INDICATE NUMBER OFPANEL LEGS. NUMERAL INDICATES CIRCUITBREAKER NUMBER.
POWER
SYMBOL DESCRIPTION
STUD CLG FLOOR WALL
SINGLE RECEPTACLE
DUPLEX RECEPTACLE
FOURPLEX RECEPTACLE
SPECIAL RECEPTACLE
SPECIAL RECEPTACLE
JUNCTION BOX
POWER POLE
SINGLE POLE THERMAL OVERLOAD SWITCH
NON-FUSED DISCONNECT SWITCH
FUSED DISCONNECT SWITCH
PANEL BOARD
TRANSFORMER
X X X X
X X X X
J J J J
T
TO
SYMBOL DESCRIPTION
1
XXXX
#
SHT.
AA-1,3,5
KEYED NOTE TAG
PANELBOARD NAME TAG
DETAIL TAG
IDENTIFIES DINGLE OR MULTIWIRE BRANCHCIRCUITS (THREE CIRCUITS SHOWN) IN HOMERUN TO PANEL AA.
DESCRIPTION
CONCEALED CONDUIT IN WALL OR CEILING
CONDUIT BELOW GRADE OR BELOW SLAB
CONDUIT CAP
CONDUIT CONTINUATION
CONDUIT UP
CONDUIT DOWN
SPECIAL RECEPTACLE MODIFIERS
COMMUNICATIONS
FIRE ALARM
GENERAL NOTES FOR REMODEL
GENERAL ELECTRICAL REQUIREMENTSLIGHTING
1. ALL EXPOSED RACEWAYS ARE TO BE INSTALLED PARALLEL OR PERPENDICULAR TO WALLS OR STRUCTURAL MEMBERS SUCH THAT THEY FOLLOW STRUCTURAL SURFACE CONTOURS AND SHALL BE INSTALLED SUCH THAT THEY DO NOT OBSTRUCT PASSAGEWAYS OR ACCESS TO EQUIPMENT. MULTIPLE RACEWAYS SHOULD BE INSTALLED GROUPED TOGETHER. THE LOCATION OF PUBLICLY VISIBLE RACEWAYS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. (EXTRA TIME SHOULD BE ALLOWED FOR THIS REVIEW AND APPROVAL.)
2. THE DISCONNECTING MEANS FOR ALL MECHANICAL EQUIPMENT SHALL BE ACCESSIBLE AND HAVE THE CLEARANCE IN FRONT AS REQUIRED BY NEC AMENDMENTS.
3. ALL CEILING ATTACHED OBJECTS AND FLOOR ATTACHED EQUIPMENT INCLUDING BUT NOT LIMITED TO PENDANT LIGHTING FIXTURES, CHANDELIERS, GENERAL LIGHTING, MULTIPLE RACEWAYS, GENERATORS, TRANSFORMERS, ELECTRICAL SWITCHGEAR, AND SWITCHBOARDS SHALL BE INSTALLED IN ACCORDANCE WITH SUPPORTING OBJECTS FOR SEISMIC ZONE AS REQUIRED BY STATE AND LOCAL CODES AND PER STRUCTURAL ENGINEERS RECOMMENDATIONS.
4. DATA GIVEN ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED. ABSOLUTE ACCURACY IS NOT GUARANTEED AND THE CONTRACTOR SHALL OBTAIN AND VERIFY EXACT LOCATIONS, MEASUREMENTS, LEVELS, SPACE REQUIREMENTS, POTENTIAL CONFLICTS WITH OTHER TRADES, ETC. AT THE SITE AND SHALL SATISFACTORILY ADAPT HIS WORK TO ACTUAL CONDITIONS AT THE BUILDINGS. THE DRAWINGS ARE DIAGRAMMATICAL IN NATURE AND SHALL NOT BE SCALED. HOWEVER THIS DOES NOT RELIEVE ANY SUB-CONTRACTOR FROM COORDINATING HIS WORK WITH ALL OTHER TRADES AND FROM ADJUSTING HIS WORK AS REQUIRED BY THE ACTUAL CONDITIONS OF THE PROJECT. THE CONTRACTOR SHALL VISIT THE SITE BEFORE SUBMITTING COSTS TO BECOME THOROUGHLY FAMILIAR WITH THE ACTUAL CONDITIONS OF THE PROJECT.
5. COORDINATE AND ADJUST ALL WORK BETWEEN TRADES AND EXISTING CONDITIONS IN ORDER TO ACCOMPLISH A NEAT, INTEGRATED AND EFFICIENT INSTALLATION WHICH INCLUDE BUT ARE NOT LIMITED TO:
a. EXAMINE THE CONTRACT DOCUMENTS OF ALL TRADES (IE. THE ARCHITECTURAL REFLECTED CEILING PLAN, MECHANICAL HVAC DRAWINGS, ELECTRICAL LIGHTING PLAN, FIRE PROTECTION PLAN, ETC.).
b. COORDINATE NECESSARY EQUIPMENT, FIXTURES, ETC. SO THAT THE FINAL INSTALLATION IS COMPATIBLE WITH THE MATERIALS AND EQUIPMENT OF THE OTHER TRADES.
c. THIS CONTRACTOR SHALL ASSIST THE DIVISION 15 CONTRACTOR IN PREPARING SHOP DRAWINGS FOR COORDINATING INSTALLATION OF ALL WORK (IE. LOCATING ALL LIGHTING FIXTURES IN CEILING WITH CEILING CLEARANCES, RACEWAYS, CABLE TRAY, PIPING, EQUIPMENT FOR CLEARANCE THROUGHOUT).
d. THE ELECTRICAL DRAWINGS INDICATE THE ELECTRICAL REQUIREMENTS FOR A SIGNIFICANT PORTION OF THE MECHANICAL AND PLUMBING SYSTEMS. ADDITIONAL MECHANICAL AND PLUMBING EQUIPMENT IS INDICATED ON THE DIVISION 15 DRAWINGS. REFER TO MECHANICAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. PROVIDE COMPLETE WIRING AND FUSIBLE DISCONNECTING MEANS FOR ALL MECHANICAL AND PLUMBING EQUIPMENT UNLESS OTHERWISE NOTED.
6. DEFINITIONS:
a. "FURNISH" MEANS TO "SUPPLY" AND USUALLY REFERS TO AN ITEM OF EQUIPMENT.
b. "INSTALL" MEANS TO "SET IN PLACE, CONNECT AND PLACE IN FULL OPERATIONAL ORDER".
c. "PROVIDE" MEANS TO "FURNISH AND INSTALL".
d. "EQUIVALENT" MEANS "MEETS THE SPECIFICATIONS OF THE REFERENCE PRODUCT OR ITEM IN ALL SIGNIFICANT ASPECTS." SIGNIFICANT ASPECTS SHALL BE DETERMINED BY THE ENGINEER.
e. "WORK BY OTHER(S) (CONTRACTOR): "RE: DIVISION", AND SIMILAR EXPRESSIONS MEANS WORK TO BE PERFORMED UNDER THE CONTRACT DOCUMENTS, BUT NOT NECESSARILY UNDER THE DIVISION OR SECTION OF THE WORK ON WHICH THE NOTE APPEARS. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COORDINATE THE WORK OF THE CONTRACT BETWEEN HIS/HER SUPPLIERS, SUBCONTRACTORS, AND EMPLOYEES. IF CLARIFICATION IS REQUIRED, CONSULT ARCHITECT BEFORE START OF WORK.
7. "FIRESTOPPING" REQUIREMENT. ALL PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE SEALED WITH MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASSES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR FIRE STOPS ASTM-E-814. ALL PENETRATIONS SHALL MEET F AND T RATINGS AS REQUIRED BY THE BUILDING CODE.
8. ALL ELECTRICAL CONDUIT CROSSING BUILDING SEISMIC SEPARATION OR EXPANSION JOINTS SHALL BE PROVIDE WITH APPROVED FLEXIBLE CONNECTORS. REFER TO THE ARCHITECTURAL PLANS FOR ALL EXPANSION JOINT LOCATIONS.
9. WHERE DISCONNECTS ARE INDICATED ON DRAWINGS CONTRACTOR SHALL PROVIDE FINAL CONNECTION TO EQUIPMENT BEING SERVED BY DISCONNECT.
1. OBTAIN STRUCTURAL ENGINEERS APPROVAL PRIOR TO ANY CORE DRILLING OF AN EXISTING SUSPENDED SLAB. X-RAY THE SLAB TO AVOID RE-BAR, ETC.
2. THE INFORMATION ON THE DEMOLITION DRAWINGS REGARDING EXISTING CONDITIONS WAS OBTAINED LARGELY FROM FIELD OBSERVATIONS AND DISCUSSIONS WITH FACILITY PERSONNEL. PROVIDE A SURVEY OF THE EXISTING BUILDING, AND VERIFICATION OF THE EXISTING CONDITIONS.
3. REFER TO THE ARCHITECTURAL DEMOLITION FLOOR PLANS AND REFLECTED CEILING PLANS, TO ESTABLISH THE COMPLETE SCOPE OF WORK.
4. PROVIDE THE REQUIRED NEW CONDUIT, CONDUIT INTERCEPTIONS, JUNCTION BOXES, PULL BOXES, NEW CONDUCTORS, ETC. TO ACCOMPLISH THE WORK, INTEGRATE THE NEW WORK WITH THE EXISTING WHERE INDICATED. MAINTAIN THE CONTINUITY AND OPERATION OF THE EXISTING SYSTEMS IN THE AREAS ADJACENT TO THE REMODELED AREAS.
5. EXISTING BRANCH CIRCUIT CONDUITS MAY BE REUSED FOR THE NEW WORK. UNDER THESE CONDITIONS, PROVIDE ALL NEW CONDUCTORS. CONDUCTOR FILL PER CODE. IN CEILING SPACES, REMOVE ANY EXISTING CONDUITS THAT ARE NOT REUSED.
6. WHERE THE ARCHITECTURAL DRAWINGS INDICATE THAT AN EXISTING PARTITION IS TO BE REMOVED, DISCONNECT AND REMOVE EXISTING ELECTRICAL AND SIGNAL DEVICES, OUTLET BOXES, CONDUIT AND CONDUCTORS. REMOVE CONDUCTORS BACK TO THE LAST ELECTRICAL OR SIGNAL DEVICE TO REMAIN ACTIVE. REFER TO THE DEMO AND MODERNIZATION DRAWINGS FOR THE SCOPE OF THIS WORK.
7. ALL REMOVED LIGHTING FIXTURES, RECEPTACLE OUTLETS, SECURITY, PUBLIC ADDRESS AND FIRE ALARM DEVICES SHALL BE RETURNED TO THE OWNER AS DIRECTED.
8. WHERE THE ELECTRICAL DRAWINGS INDICATE THAT A DEVICE, OF ANY TYPE, IS TO BE REMOVED FROM A PARTITION THAT REMAINS, DISCONNECT AND REMOVE THE DEVICE AND OUTLET BOX. REMOVE THE CONDUCTORS BACK TO THE LAST DEVICE TO REMAIN ACTIVE. CAP THE CONDUIT IN THE PARTITION AND ABANDON. AT THE TOP OF THE PARTITION, INTERCEPT AND CAP THE CONDUIT IN THE CEILING SPACE AT THE FIRST ACCESSIBLE COUPLING.
9. WHERE THE DRAWINGS INDICATE THAT AN EXISTING CONDUIT (BRANCH CIRCUIT OR FEEDER) IS TO BE INTERCEPTED, FOR PURPOSES OF EXTENDING TO A NEW LOCATION, ALWAYS REMOVE THE EXISTING CONDUCTORS AND PROVIDE NEW CONDUCTORS BETWEEN POINTS OF CONNECTION. WHEN THIS WORK REQUIRES REMOVING AN EXISTING WIRING DEVICE (RECEPTACLE OR SWITCH) AT A LOCATION THAT REMAINS, PROVIDE A NEW WIRING DEVICE AND PLATE.
LETTER RATING NEMA NOTES
1
G 125V, 1~, 20A, 2P, 3W DUPLEX 5-20R GROUND FAULT INTERRUPTING
WP 125V, 1~, 20A, 2P, 3W 5-20R GROUND FAULTINTERRUPTING WITHIN-USE WEATHERPROOFCOVER
THE NUMBER OF WIRES INDICATED INCLUDES THE GROUND.1
RECESSED 2'x4' FIXTURE
RECESSED 2'x2' FIXTURE
RECESSED 1'x4' FIXTURE
LINEAR PENDANT FIXTURE
WALL MOUNTED FIXTURE
STRIP LIGHT
PENDANT MOUNTED STRIP LIGHT
RECESSED DOWNLIGHT
WALL SWITCHSUPERSCRIPTS:
2 - 2 POLE SWITCH3 - 3 WAY SWITCH4 - 4 WAY SWITCHTO - THERMAL OVERLOADLV - LOW VOLTAGEP - PILOT LIGHT
SINGLE POLE TOGGLE SWITCH(LOWER CASE LETTERS DENOTES MULTIPLE SWITCHES)
CEILING MOUNTED DUAL TECH OCCUPANCY SENSOR
WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR SWITCH
(LOWER CASE LETTERS DENOTES DUAL LEVEL SWITCHING)
a,b
ab
SYMBOL
CLG FLOOR WALL
DESCRIPTION
TELEPHONE OUTLET, 1V UON
DATA OUTLET, 2D UON
KEY NOTES:
SYMBOL DESCRIPTION
CLG WALL
SPEAKER
SPEAKER WITH STROBE
STROBE
SMOKE DETECTOR
PULL STATION
SYMBOL DESCRIPTION
SYMBOL DESCRIPTION
PROXIMITY CARD READER
DURESS ALARM
DOOR RELEASE
ELECTRIC STRIKE
R
D
DR
ES
SECURITYONE-LINE SYMBOLS
CONTROL TRANSFORMER
BRANCH CIRCUIT PANELBOARD
BRANCH CIRCUIT PANELBOARD W/ MAIN CIRCUIT BREAKER
UTILITY METER
GROUND
FEEDER IDENTIFIER SYMBOL
NON-FUSED DISCONNECT SWITCH
DISCONNECT SWITCH W/ AMP FRAM AND AMP FUSE
MOLDED CASE CIRCUIT BREAKER
GROUND FAULT CIRCUIT BREAKER
NON-FUSED SWITCH
FUSED SWITCH
FUSE
TRANSFORMER
TRANSFORMER (DELTA TO GROUND WYE)
XXXX
XXXX
M
X
XXXA3P
G
NO SCALE
NOTES:1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX
UNLESS OTHERWISE NOTED.2. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS
SHALL GOVERN OVER THOSE SHOWN ABOVE.3. CONTRACTOR SHALL ENSURE THAT MOUNTING HEIGHTS COMPLY
WITH CURRENT ADA REQUIREMENTS.4. WHEREVER DEVICES ARE INDICATED TO BE ABOVE
DOORS, DEVICE SHALL BE CENTERED BETWEEN TOP OFDOOR TRIM AND CEILING LINE.
5. ALL ABOVE COUNTER (DESIGNATED BY "AC") DEVICES SHALL BEMOUNTED 8" ABOVE COUNTER TO OR A MAXIMUM HEIGHT OF 44"(3'-8") TO TOP OF DEVICE. VERIFY HEIGHTS WITH ARCHITECT.
TYPICAL DEVICE MOUNTING HEIGHTS
TYPICAL 9'-0" CEILING OR HIGHER
TYPICAL 8'-0" CEILING
TOP OF CABINET
TOP OF CABINET
TOP OF CABINET
TV
TV
FACP
FAAP
CONTROL PANELS
(WALL PHONES)
(SINGLE ORGANGED,ALL TYPES)
FINISHED FLOOR
18"
(1'-6")
UO
N
46"
(3'-10")
UO
N
54"
(4'-6")
UO
N
64"
(5'-4")
UO
N
72"
(6'-0")
UO
N
78"
(6'-6")
UO
N
84"
(7'-0")
UO
N
96"
(8'-0")
UO
N
82"
(6'-10")
OR
6"
BE
LO
W C
EIL
ING
,W
HIC
HE
VE
R IS
LO
WE
R
M
NOTE: ALL DEVICES INDICATEDTO BE INSTALLED AT DIFFERENTMOUNTING HEIGHTS AND LOCATEDWITHIN ONE STUD SPACE FROMEACH OTHER SHALL ALIGNVERTICALLY, ON THE SAME SIDEOF THE STUD. WHERE WALLMOUNTED TELEPHONES OCCUR OVERLIGHT SWITCHES, VOLUME CONTROLS,ETC. OFFSET ONE STUD SPACE.
SHADED SYMBOLS DENOTE EMERGENCY FIXTURES
SINGLE-PHASE BRANCH CIRCUIT CONDUCTOR SIZING
120V CIRCUITS:
CIRCUIT LENGTH (2)0-75 FT76-125 FT126-190 FT191-300 FT
WIRE SIZE#12#10#8#6 (1)
208V/240V/277V CIRCUITS:
CIRCUIT LENGTH (2)0-125 FT126-215 FT216-330 FT
WIRE SIZE#12#10#8
NOTES:(1) FOR TERMINATING IN PANELBOARDS, PROVIDE A UL846A/B LISTED, HYDRAULICALLY-APPLIED COMPRESSION PIN ADAPTER TERMINAL WITH INSULATED COVER THAT IS DESIGNED FOR #6 AWG COPPER CONDUCTOR TO #8 PIN SIZE.
(2) CIRCUIT LENGTH IS MEASURED ONE-WAY TO THE THEORETICAL CENTER OF THE ELECTRICAL LOAD.
(3) CALCULATIONS ARE BASED ON A 4.0% VOLTAGE DROP FOR A 16A LOAD WITH UNITY POWER FACTOR.
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Project Number
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7/15/2020
SECTION 260000 - ELECTRICAL
PART 1 - GENERAL
1.01 CONFORM TO ALL APPLICABLE STATE, COUNTY AND MUNICIPAL
CODES AND ORDINANCES AND NEMA, UL, ANSI AND CBM
STANDARDS. WHERE A PROVISION OF PERTINENT CODES AND
STANDARDS CONFLICT WITH THIS SPECIFICATION, THE MORE
STRINGENT PROVISIONS SHALL GOVERN.
1.02 APPLY AND PAY FOR ALL PERMITS AND/OR INSPECTIONS REQUIRED
BY LEGAL AUTHORITIES.
1.03 COORDINATE ELECTRICAL WORK, AND EXISTING SYSTEM
SHUTDOWNS WITH THE OWNER. NOTIFY THE OWNER OF PLANNED
SHUTDOWNS A MINIMUM OF TWO (2) DAYS PRIOR TO
COMMENCEMENT OF THE WORK, INCLUDING INFORMATION OF TYPE
OF SERVICE, PLANNED TIME AND ANTICIPATED LENGTH OF OUTAGE.
1.04 PRIOR TO SUBMITTING BID, SURVEY THE AREA WHERE THE NEW
WORK WILL BE DONE FOR ANY EXISTING CONDITIONS WHICH MAY
AFFECT OR BE AFFECTED BY THE WORK UNDER THIS SECTION.
EXAMINE THE DRAWINGS AND SPECIFICATIONS OF ALL TRADES TO
ESTABLISH THE SCOPE OF WORK TO BE PROVIDED UNDER THIS
SECTION. LIST ANY EXCEPTIONS TO THE CONTRACT DOCUMENTS
AND SUBMIT WITH BID.
1.05 EXERCISE EXTREME CARE TO INSURE PROTECTION OF EXISTING
ELECTRICAL EQUIPMENT AND PREMISES FROM DAMAGE. ASSUME
COMPLETE RESPONSIBILITY FOR ANY AND ALL DAMAGE RESULTING
FROM THIS WORK.
1.06 EXERCISE CARE TO PREVENT THE GENERATION OF UNNECESSARY
NOISE DURING THE WORK, AND KEEP NOISE LEVELS TO THE
MINIMUM POSSIBLE.
1.07 PROVIDE BID BASED ON SPECIFIED MATERIAL AND EQUIPMENT.
SUBSTITUTIONS OF SPECIFIED MATERIALS AND EQUIPMENT ARE
SUBJECT TO THE APPROVAL OF THE ENGINEER.
1.08 PROVIDE SHOP DRAWINGS AND MANUFACTURER'S DATA, FOR
LIGHTING FIXTURES, RECEPTACLES, OUTLETS, CONDUCTORS AND
CONDUITS.
1.09 GUARDING
A. PROVIDE PROTECTION FOR MOVING PARTS AND HAZARDOUS
CONDITIONS.
B. PROVIDE INDUSTRIAL ACCIDENT AND WARNING SIGNS PER ANSI AND
OSHA.
C. ERECT AND MAINTAIN SUITABLE BARRIERS, PROTECTIVE DEVICES,
LIGHTS AND WARNING SIGNS FOR THE PROTECTION OF THE PUBLIC
AND EMPLOYEES FROM THE WORK UNDER THIS SECTION.
D. CONFORM WITH APPLICABLE SAFETY REGULATIONS, INCLUDING
THOSE OF THE ENGINEER AND OWNER.
1.10 MANUFACTURER'S NAMES, PRODUCTS AND NUMBERS LISTED ON THE
DRAWINGS OR IN THESE SPECIFICATIONS, ALONG WITH SPECIFIC
DESCRIPTIONS IN THESE SPECIFICATIONS, SET THE STANDARD OF
QUALITY AND PERFORMANCE. SELECT PRODUCTS OF ONE OF THE
LISTED MANUFACTURERS MEETING THESE STANDARDS AND MODIFY
STANDARD CATALOG ITEMS WHERE REQUIRED TO MEET
SPECIFICATIONS. THE PHRASE "OR EQUAL BY" FOLLOWED BY
MANUFACTURER'S NAMES MEANS, THAT THIS MANUFACTURER'S
PRODUCT SHALL MATCH THE PERFORMANCE, CONSTRUCTION, FIT
AND FEATURES SPECIFIED.
1.11 AT THE CONCLUSION OF THE WORK, PROVIDE A SET OF RECORD
REPRODUCIBLE ELECTRICAL CONTRACT DRAWINGS, SIGNED AND
DATED, INDICATING THE ACTUAL INSTALLATION OF THE ELECTRICAL
WORK INCLUDING ALL REVISIONS, BULLETINS AND CHANGE ORDERS.
1.12 GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR FROM THE DATE
OF WRITTEN ACCEPTANCE OF THE WORK BY THE OWNER.
PART 2 - PRODUCTS
2.01 GENERAL
A. PROVIDE MATERIAL AND EQUIPMENT OF NEW AND RECENT
MANUFACTURE, CURRENTLY UL LABELED AND/OR LISTED FOR THE
SPECIFIED USE.
B. WHERE UL LABELING IS NOT AVAILABLE, PROVIDE CERTIFICATION BY
A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL).
C. FOR EACH CATEGORY OF MATERIAL AND EQUIPMENT, USE
PRODUCTS OF THE SAME MANUFACTURE AND TYPE.
2.02 CONDUCTORS - 600V
A. GENERAL:
1. PROVIDE CONDUCTORS SUITABLE FOR THE TEMPERATURE,
CONDITIONS, AND LOCATION WHERE INSTALLED. ALL CONDUCTORS
SHALL BE NEW AND DELIVERED TO THE SITE IN ORIGINAL UNBROKEN
PACKAGES OR REELS. MANUFACTURED WITHIN EIGHT (8) MONTHS OF
INSTALLATION, OF SOFT DRAWN COPPER OF NOT LESS THAN 98
PERCENT CONDUCTIVITY, 75 DEGREE CELSIUS TEMPERATURE
RATING, CONFORMING WITH ASTM SPECIFICATION AND NEC; 600V
INSULATION UNLESS SPECIFICALLY NOTED OTHERWISE, OF THE
TYPE SPECIFIED, STANDARD AMERICAN WIRE GAUGE (AWG) SIZES;
SOLID FOR NO. 10 AWG AND SMALLER; STRANDED FOR NO. 8 AWG
AND LARGER.
2. ALL PACKAGES, PLAINLY MARKED OR TAGGED WITH UNDERWRITERS'
LABELS; SIZE, TYPE, INSULATION AND VOLTAGE RATING OF THE
WIRE; NAME OF MANUFACTURING COMPANY AND THE TRADE NAME
OF THE WIRE; DATE OF MANUFACTURE.
B. CONDUCTOR MATERIAL: ALL CONDUCTORS SHALL BE COPPER, SINGLE
CONDUCTOR RATED AT 600 VOLTS, WHICH CONFORM OR EXCEED
ICEA SPECIFICATIONS AND THE FOLLOWING CONDUCTOR
INSULATION:
1. SIZES NO. 1 AND LARGER: XHHW-2, 75 C RATED.
2. NO. 2 AWG AND SMALLER: THWN, XHHW-2.
3. FOR DRY LOCATIONS: THWN.
C. MC (METAL CLAD) CABLE: USE ONLY FROM OVERHEAD JUNCTION
BOXES DOWN THE WALL TO ELECTRICAL OUTLETS. DO NOT USE FOR
HOMERUNS, RUNS TO LIGHT SWITCHES, CONNECTING DEVICES FROM
ADJACENT OR OPPOSITE WALLS, AND CONNECTING DEVICES IN SEPARATE
ROOMS. A CONDUIT AND JUNCTION BOX “BACKBONE” SYSTEM SHALL BE
INSTALLED THROUGHOUT THE BUILDING. MC CABLE IS TO ONLY BE
UTILIZED DOWN THE WALL FROM THE OVERHEAD JUNCTION BOX LOCATED
IN THE ROOM IT'S SERVICING. MC CABLE ALSO SERVING OUTLETS IN
ADJACENT ROOMS IS NOT ACCEPTABLE, I.E. BACK TO BACK OUTLETS.
PROPER FACTORY APPLIED CONDUCTOR COLOR-CODING SHALL BE
FOLLOWED, TAPING OF CONDUCTORS IS NOT ACCEPTABLE. MC CABLE
SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS AND STANDARDS:
1. UL 83, 1479, 1569, AND NEC 230 AND 300.
2. GALVANIZED STEEL ARMOR.
3. 2, 3, AND 4 CONDUCTORS, #12 AND #10 THHN SOLID COPPER.
4. MYLAR TAPE COVERING FOR CONDUCTOR ASSEMBLY.
5. 90°C MAXIMUM TEMPERATURE RATING, DRY LOCATIONS
6. INSULATED GREEN GROUNDING CONDUCTOR.
7. MAXIMUM 600V RATING
8. WHERE INDICATED ON THE DRAWINGS, PROVIDE #10 NEUTRAL
CONDUCTOR COMBINED WITH THE #12 PHASE CONDUCTORS IN THE
CABLE ASSEMBLY.
2.03 RACEWAYS
A. RIGID STEEL CONDUIT: ANSI C80.1: RIGID CONDUIT INCLUDING
COUPLINGS, LOCKNUTS, NIPPLES: STEEL, HOT-DIPPED GALVANIZED
INSIDE AND OUT AFTER THREADING, GALVANIZED, THREADED
MALLEABLE IRON OR STEEL FITTINGS, NOTCHED LOCKNUTS WITH
GRIPPING TEETH. DELIVER WITH PLASTIC THREAD PROTECTORS ON
EXPOSED CONDUIT THREADS.
B. INTERMEDIATE STEEL CONDUIT: UL 1242: INTERMEDIATE METAL
CONDUIT INCLUDING COUPLINGS, LOCKNUTS, NIPPLES: STEEL, HOT
PROCESS GALVANIZED OUTSIDE, LACQUERED OR ENAMELED INSIDE,
GALVANIZED THREADS, GALVANIZED THREADED MALLEABLE IRON OR
STEEL FITTINGS, NOTCHED LOCKNUTS WITH GRIPPING TEETH.
DELIVER WITH PLASTIC THREAD PROTECTORS ON EXPOSED
CONDUIT THREADS.
C. ELECTRICAL METALLIC TUBING AND FITTINGS: ANSI C80.3: ELECTRIC
METALLIC TUBING (EMT) INCLUDING LOCKNUTS, COUPLINGS AND
CONNECTORS: GALVANIZED STEEL, LACQUERED OR ENAMELED
INTERIOR; RAINTIGHT GLAND RING COMPRESSION TYPE FITTINGS
AND SETSCREW FITTINGS, INSULATED THROAT CONNECTORS.
D. FLEXIBLE METAL CONDUIT: UL 1, ZINC-COATED STEEL: FLEXIBLE
CONDUIT: MANUFACTURED FROM SINGLE STEEL STRIP, GALVANIZED
ON ALL FOUR SIDES PRIOR TO FABRICATION, DIE CAST TWIST-IN
CONNECTORS, UL LISTED FOR GROUND CONTINUITY. ALUMINUM OR
REDUCED WALL FLEXIBLE CONDUIT IS NOT ACCEPTABLE.
E. LIQUIDTIGHT FLEXIBLE CONDUIT AND FITTINGS: UL 360: LIQUIDTIGHT
FLEXIBLE CONDUIT: FLEXIBLE GALVANIZED STEEL CORE, WITH
EXTRUDED POLYVINYL CHLORIDE COVER. LIQUIDTIGHT INSULATED
THROAT FITTINGS TO SEAL AND GROUND CONDUIT. PROVIDE
SEPARATE BOND WIRE WHERE INTEGRAL GROUND CONDUCTOR IS
NOT AVAILABLE.
2.04 OUTLET AND JUNCTION BOXES AND FITTINGS.
A. PROVIDE BRIGHT AND NEW STOCK, STORED WHERE CONTINUOUSLY
PROTECTED FROM WEATHER AND CONFORMING TO THE FOLLOWING:
1. OUTLET BOXES AND COVERS: STEEL, KNOCKOUT TYPE, WITH FULL
ACCESS SCREW-ON COVERS OR PLASTER RINGS, HOT-DIPPED,
GALVANIZED, WITH CADMIUM PLATED OR GALVANIZED MACHINE
SCREWS.
2. CAST OUTLET BOXES: CAST FERROUS METAL CONSTRUCTION,
GALVANIZED, COMPLETE WITH THREADED HUBS FOR RIGID CONDUIT,
NUMBER AND LOCATION AS REQUIRED, AND PLUGS IN UNUSED HUBS;
CAST DEVICE PLATES SUITABLE FOR INDICATED DEVICE; MEETING
NEC REQUIREMENTS FOR BENDING AND PERMITTED NUMBER OF
CONDUCTORS; EDGES WELDED AND GROUND SMOOTH, LEAVING
INTERIOR FILLETS; GALVANIZED AFTER FABRICATION; GASKETED
COVERS; STAINLESS STEEL SCREWS; FACTORY PAINTED WITH GRAY
ENAMEL. GASKETS TO BE FACTORY MADE OR AN APPROVED TYPE. IN
HAZARDOUS AREA, APPROVED FOR THE CLASS OF HAZARD. FOR
CLASS "1", DIVISION "1", GROUP B HAZARD CLASSIFICATION UNLESS
OTHERWISE NOTED.
3. JUNCTION OR PULL BOXES:
a. CODE GAUGE SHEET STEEL CONSTRUCTION, RUST RESISTANT ZINC
COATING, WITH FULL ACCESS SCREWED ON COVERS AND CADMIUM
PLATED OR GALVANIZED MACHINE SCREWS, MINIMUM SIZE PER THE
GOVERNING ELECTRICAL CODE OR AS NOTED ON THE DRAWINGS,
WHICHEVER IS GREATER; BARRIERS FOR REQUIRED SEPARATION;
SPECIAL CONFIGURATION, WHERE DETERMINED FROM FIELD
MEASUREMENTS TO SURMOUNT STRUCTURAL CONDITIONS. FOR
FLUSH MOUNTING, EXTEND COVERS 3/4" BEYOND EDGE OF BOXES.
WHERE USED FOR CABLE SUPPORT, BRACE BOX TO SUPPORT CABLE
WEIGHT. FOR JUNCTION BOXES LARGER THAN 36" IN ANY DIMENSION,
PROVIDE 3/4" DIAMETER STEEL PIPE CABLE SUPPORTS WITH
FLANGED ENDS WITH CONTINUOUS FIBER INSULATING SLEEVE AND
BOLTED TO BOX FRAME, SPACED ON 36" CENTERS MAXIMUM. FOR
COVER DIMENSIONS 3'x4' OR LARGER, PROVIDE TWO PIECE COVERS
EQUIPPED WITH HANDLES.
b. FACTORY FINISH: WASH AND PHOSPHATE UNDERCOAT. ANSI 49 GRAY
ENAMEL PAINT FOR NEMA 1, ANSI 61 GRAY POLYESTER POWDER
FINISH FOR NEMA 3R AND 12. KNOCKOUT CLOSURES AND LOCKNUTS;
PROVIDE CORROSION-RESISTANT BOX KNOCKOUT CLOSURES,
CONDUIT LOCKNUTS, OFFSET CONNECTORS, OF TYPES AND SIZES,
TO SUIT RESPECTIVE INSTALLATION REQUIREMENTS AND
APPLICATIONS.
2.05 WIRING DEVICES
A. GENERAL:
1. SPECIFICATION GRADE DEVICES.
2. GENERAL USE: IVORY COLOR (AS AVAILABLE) UNLESS OTHERWISE
NOTED OR SPECIFIED.
3. SCREW TYPE TERMINALS ON DEVICES, SUITABLE FOR UP TO NO. 10
SOLID COPPER CONDUCTORS.
4. WHERE NOT SPECIFIED HEREIN, PROVIDE CONFIGURATION AS
INDICATED ON DRAWINGS.
B. RECEPTACLES: SHALL COMPLY WITH UL 498 AND NEMA WD1 AND
WD5.
1. GENERAL: NUMBER OF POLES AND AMPERE RATING AS SHOWN ON
DRAWINGS AND OF NEMA STANDARD CONFIGURATIONS. GROUND
POLE CONNECTED TO CIRCUIT GROUNDING CONDUCTOR.
2. DUPLEX CONVENIENCE RECEPTACLES: 20A, 125V; GROUNDING
THIRD POLE; SIDE-WIRED FOR 2 WIRE CIRCUIT USE. WHERE 2
CIRCUITS ARE INDICATED, PROVIDE INDIVIDUAL CIRCUIT FOR EACH
HALF. NEMA 5-20R.
3. GROUND FAULT INTERRUPTING (GFI) RECEPTACLES: NEMA 5-20R
DUPLEX RECEPTACLE WITH INTEGRAL GROUND FAULT PROTECTION.
4. WEATHERPROOF RECEPTACLES: NEMA 5-20R DUPLEX GFI
RECEPTACLE MOUNTED IN CAST BOX, STUB MOUNTED, WITH
GASKETED LIFT COVER. PROVIDE PLUGGED HUBS IN BOX SIDES FOR
EXTENSION.
C. TOGGLE SWITCHES:
1. FLUSH TUMBLER, AC TYPE, INSULATED BASE, COMPLETELY
ENCLOSED.
2. 20A, TUNGSTEN LOAD RATED, AT 277V.
3. 1 POLE, 2 POLE, 3-WAY, 4-WAY OR KEY OPERATED AS INDICATED ON
DRAWINGS. 2 POLE UNIT USEABLE FOR (2) 120V CIRCUITS OR (1) 277V
CIRCUIT ONLY. DO NOT USE FOR TWO 277V CIRCUITS.
D. WALL PLATES: SINGLE AND COMBINATION, OF TYPES, SIZES, AND
WITH GANGING AND CUTOUTS AS INDICATED. PROVIDE METAL
SCREWS FOR SECURING PLATES TO DEVICES WITH SCREW HEADS
COLORED TO MATCH FINISH OF PLATES. PROVIDE WALL PLATES
WITH LEGEND AS SPECIFIED, OR WHERE INDICATED ON DRAWINGS.
ALL LETTERING SHALL BE BLACK FOR NORMAL POWER SYSTEMS AND
RED FOR EMERGENCY POWER SYSTEMS. PROVIDE PLATES
POSSESSING THE FOLLOWING ADDITIONAL CONSTRUCTION
FEATURES:
1. DEVICE PLATES OF ONE MAKE AND DESIGN FOR ALL OUTLETS,
SMOOTH, SATIN FINISH, TYPE 302, STAINLESS STEEL, 0.035" THICK,
BEVELED EDGES, TO FIT DEVICE.
2. FOR EXTERIOR LOCATIONS: PROVIDE METALLIC COVER, THE TYPE OF
WEATHERPROOF COVER THAT MAINTAINS THE WEATHERPROOF
INTEGRITY WHILE THE OUTLET IS IN USE.
2.06 CIRCUIT AND MOTOR DISCONNECT SWITCHES
A. HEAVY DUTY (HD) HORSEPOWER RATED, QUICK-MAKE, QUICK-BREAK,
SAFETY TYPE, EXTERNALLY OPERATED, RATING AND NUMBER OF
POLES REQUIRED, CAPABLE OF SWITCHING 10 TIMES SWITCH
RATING. FUSED FOR BRANCH CIRCUIT PROTECTION, AND IN
ELEVATOR MACHINE ROOMS, WITH UL REJECTION TYPE CLIPS.
NON-FUSED FOR MOTOR DISCONNECT WHERE INDICATED. SWITCH
AND ENCLOSURE TO BE LABELED FOR 75 DEGREE CELSIUS WIRE.
B. INCLUDE BYPASSIBLE INTERLOCK, PADLOCK PROVISIONS, POSITIVE
ON AND OFF INDICATION, MOLDED CASE BREAKER MECHANISM OR
VISIBLE BLADES, SINGLE SWITCH MECHANISM TO PRECLUDE
MECHANICAL SINGLE PHASING, SOLID NEUTRAL BAR FOR FOUR
WIRE FEEDERS, COPPER TERMINALS, SPRING LOADED CLIPS WITH
NON-CURRENT CARRYING SPRINGS.
C. ENCLOSURES TO BE NEMA TYPE 1 IN INTERIOR DRY LOCATIONS,
NEMA TYPE 3R ON EXTERIOR AND IN WET LOCATIONS, NEMA TYPE
4X IN CORROSIVE LOCATIONS.
D. USE MANUAL MOTOR STARTING SWITCHES FOR MANUAL CONTROL
AND/OR DISCONNECTING OF 120V FRACTIONAL MOTORS AND FOR
DISCONNECTING OF 3 PHASE MOTORS UP TO 5 HP AT 230V AND 10
HP AT 480V. FLUSH MOUNTED IN FINISHED AREAS. NEMA 1
ENCLOSURE ON INTERIOR, NEMA 3R ON EXTERIOR.
2.07 MANUAL MOTOR STARTERS
A. VOLTAGE AS REQUIRED, HORSEPOWER RATED, PADLOCKABLE,
TOGGLE OPERATED, WITH POLE AND BIMETALLIC OVERLOAD HEATER
FOR EACH UNDERGROUND LEG, ON, OFF AND TRIPPED INDICATION,
INTEGRAL RUNNING PILOT LIGHT, FLUSH MOUNTED WHERE
PRACTICAL.
B. WHERE USED FOR MOTOR DISCONNECT SWITCH OMIT OVERLOADS
AND PILOT LIGHT.
2.08 LIGHTING FIXTURES, GENERAL
A. PROVIDE A COMPLETE LIGHTING SYSTEM, WIRED, ASSEMBLED AND
OPERABLE, INCLUDING LIGHTING EQUIPMENT AND ACCESSORIES AS
SHOWN ON THE DRAWINGS, DESCRIBED IN THE FIXTURE SCHEDULE,
SPECIFIED HEREIN AND COVERED BY ALLOWANCE. ACCESSORIES
INCLUDE CANOPIES, SUSPENSION OF PROPER LENGTHS, HICKEYS,
CASTINGS, SOCKETS, HOLDERS, REFLECTORS, BALLASTS, DIFFUSING
MATERIAL, LOUVERS, PLASTER AND MOUNTING FRAMES, LAMPS,
RECESSING BOXES, SUPPORTING BRACKETS AND CHANNELS,
WHERE REQUIRED TO SPAN STRUCTURAL MEMBERS.
B. FIXTURES TO BE FACTORY PREWIRED AND PREASSEMBLED.
CATALOG NUMBERS OR SERIES ARE GIVEN FOR MANUFACTURER'S
IDENTIFICATION. CONFORM TO WRITTEN DESCRIPTIVE
REQUIREMENTS GOVERNING MATERIAL AND FABRICATION, EITHER IN
THE GENERAL OR SPECIFIC SECTIONS. WHERE CATALOG NUMBERS
ARE INDICATED AS MODIFIED, NO MODIFICATION WILL BE REQUIRED
IF THE STANDARD UNIT FULLY CONFORMS TO ALL DESCRIPTIVE
REQUIREMENTS IN THE SPECIFICATIONS AND CONFORMS WITH
SPECIFIED CEILING CONSTRUCTION.
C. FOR RECESSED FIXTURES, PROVIDE FRAME AND TRIM COMPATIBLE
WITH CEILING TYPE AND CONSTRUCTION. REFER TO CEILING
SPECIFICATIONS AND ARCHITECTURAL DRAWINGS TO DETERMINE
TYPES.
D. PROVIDE ADEQUATE LAMP SHIELDING, PROPER VENTILATION AND
HEAT DISSIPATION.
E. SECURE DIFFUSERS TO TRIM BY DEVICES NOT REQUIRING TOOLS
FOR REMOVAL, OR FOR RELAMPING. PROVIDE SAFETY CHAIN
ATTACHMENT TO FIXTURE HOUSING FOR PORTIONS OF FIXTURES
WHICH ARE REMOVED FOR SERVICING OR RELAMPING.
F. GENERAL CONSTRUCTION:
1. SHEET METAL: FREE OF TOOL MARKS AND DENTS. PAINTED AFTER
PUNCHING AND FORMING TO ELIMINATE EXPOSED UNPAINTED
EDGES. INTERSECTIONS AND JOINTS FORMED TRUE, SUFFICIENTLY
RIGID TO PREVENT DISTORTION AFTER ASSEMBLY.
2. CASTINGS: FREE OF BLEMISHES, SCALE AND RUST, AND FINISHED
SMOOTH.
3. ALUMINUM SURFACES, NONREFLECTING: ANODIZED CLEAR OR WITH
COLOR AS INDICATED. CASTINGS TO BE IRRADIATED, SANDBLASTED
OR ANODIZED.
4. ALUMINUM REFLECTORS: TREAT WITH ALZAK PROCESS TO PROVIDE
PERMANENT REFLECTIVE SURFACE OF 85% MINIMUM. EXTRUDED
REFLECTORS TO BE UNSCORED, BRIGHT DIPPED AND CLEAR
ANODIZED.
G. LIGHTING FIXTURE DESCRIPTION: REFER TO THE SCHEDULE ON THE
DRAWINGS, OR IN THE SPECIFICATIONS, AND TO GENERAL
REQUIREMENTS IN OTHER PARAGRAPHS HEREIN FOR FULL FIXTURE
DESCRIPTION.
H. FOR RECESSED FIXTURES, PROVIDE MOUNTING FRAME WITH AN
ATTACHED PREWIRED JUNCTION BOX, RATED FOR THROUGH WIRING
WITH 60 DEGREE CELSIUS CONDUCTORS, DESIGNED FOR
INSTALLATION WITHOUT INSTALLING TRIM, DIFFUSERS OR LENS.
VERIFY SUITABILITY OF ATTACHED JUNCTION BOXES FOR NUMBER
OF CONDUCTORS INDICATED ON DRAWINGS, AND PROVIDE
ADDITIONAL BOXES WHERE ATTACHED JUNCTION BOX CAPACITY IS
EXCEEDED.
I. PROVIDE SPECIFIC UL LABEL FOR USE AND MOUNTING.
LABEL USE
IC INSULATED CEILINGS
NON IC (WITH THERMAL OVERLOAD) FIXED CEILINGS
SC SUSPENDED ACCESSIBLE CEILING
PC CONCRETE POUR CEILING
DAMP LOCATION EXTERIOR PROTECTED LOCATIONS
WET LOCATION EXTERIOR EXPOSED LOCATIONS
J. FASTEN OR HINGE TRIMS AND LENSES TO THE FIXTURE BODY SO
THAT NO PART OF THE FIXTURE MUST BE HELD DURING THE
RELAMPING PROCEDURE. SECURELY RETAIN LENSES IN LENS DOOR
SO THAT DROPPING OF DOOR CANNOT DISLODGE LENS
K. GLASS LENSES OR DIFFUSERS TO BE FREE FROM SPHERICAL OR
CHROMATIC IMPERFECTIONS AND HAVE THERMAL CHARACTERISTICS
OF PYREX.
2.09 PANELBOARDS
A. GENERAL FEATURES:
1. CODE GAUGE, SHEET STEEL CABINETS, RUST RESISTANT ZINC
COATING WITH CORNERS LAPPED AND WELDED OR RIVETED, DEAD
FRONT, DEAD REAR, FRONT ACCESSIBLE.
2. FULL HEIGHT UNREDUCED COPPER BUS, RIGIDLY SUPPORTED.
SOLDERLESS, BOLTED PRESSURE BAR TYPE, COPPER LUGS FOR
CONNECTION. BUS FEEDER SEQUENCE AS FOR SWITCHBOARDS.
SOLID COPPER NEUTRAL BAR FOR GROUNDED SYSTEMS. LUGS
SIZED FOR FEEDERS. SUB-BREAKERS, SPLIT BUS, MAIN LUGS, MAIN
BREAKER, DOUBLE LUGS, VOLTAGE AND CURRENT RATINGS, ALL AS
INDICATED ON THE DRAWINGS.
3. MAIN BREAKERS, COMMON TRIP, SINGLE HANDLE, MOUNTED
VERTICALLY AHEAD OF PANEL BUS.
4. COPPER EQUIPMENT GROUND BUS FOR TERMINATION OF FEEDER
AND BRANCH CIRCUIT GROUNDING CONDUCTORS.
5. HINGED LOCKABLE DOOR COVERING ALL DEVICES. FLUSH CATCH
AND CYLINDER LOCK. VAULT HANDLE ON DOORS OVER 4' HIGH. ALL
PANELS AND CABINETS KEYED ALIKE. PROVIDE TWO KEYS PER
PANEL AND CABINET. FOR NEW PANELBOARDS IN EXISTING
FACILITIES, MATCH KEYS AND LOCKS TO EXISTING PANELBOARDS.
6. CERTIFY CONFORMANCE WITH THE SPECIFICATIONS.
B. BRANCH CIRCUIT PANELBOARDS ADDITIONAL FEATURES:
1. MINIMUM SIZE 20" WIDE, BY 5-3/4" DEEP, UNLESS SPECIFICALLY
INDICATED OTHERWISE.
2. INDEX CARDHOLDER ON INSIDE OF DOOR WITH TYPEWRITTEN
CIRCUIT SCHEDULES REFLECTING AS-BUILT CIRCUITING, BEHIND
CLEAR PLASTIC COVER IN METAL FRAME.
3. AUTOMATIC CIRCUIT BREAKERS, 1" WIDE NOMINAL, MOLDED CASE,
TRIP FREE, QUICK-MAKE, QUICK-BREAK, THERMAL MAGNETIC TYPE,
BOLTED TO THE BUS, WITH HANDLES CLEARLY INDICATING SIZE AND
TRIPPED POSITION, OF SIZE AND ARRANGEMENT AS SHOWN ON
SCHEDULES. COMMON INTERNAL TRIP FOR MULTI-POLE BREAKERS.
PERMANENT FACTORY INSTALLED METAL CIRCUIT NUMBERS ON
ADJACENT TRIM (INCLUDING SPACES), SCREWED OR RIVETED TO
TRIM. ADHESIVELY APPLIED LABELS ARE NOT ACCEPTABLE.
PART 3 - EXECUTION
3.01 SITE CONDITIONS
A. EXAMINE THE DRAWINGS OF ALL TRADES, AND SPECIFICATION
SECTIONS, SURVEY THE EXISTING CONDITIONS, AND INCLUDE
NECESSARY ALLOWANCES IN BID PROPOSAL.
B. RESOLVE ALL CONFLICTS WITH CODE REQUIREMENTS, SITE
CONDITIONS AND THE WORK OF OTHER TRADES.
C. VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION AND PROTECT THEM FROM DAMAGE.
D. PAY COSTS INCURRED DUE TO DAMAGE OF EXISTING UTILITIES OR
OTHER FACILITIES.
3.02 LOCATIONS
A. DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC, AND ALTHOUGH THE
SIZE AND LOCATIONS OF EQUIPMENT ARE GENERALLY SHOWN TO
SCALE, MAKE USE OF DATA IN CONTRACT DOCUMENTS, AND
INFORMATIONAL DOCUMENTS, INCLUDING SHOP DRAWINGS, AND
VERIFY THIS INFORMATION AGAINST FIELD CONDITIONS.
B. DRAWINGS INDICATE THE REQUIRED SIZE AND POINTS OF
TERMINATION OF CONDUITS, AND THE NUMBER AND SIZE OF WIRES
AND SUGGEST PROPER ROUTING OF CONDUIT. INSTALL CONDUIT
WITH ALL NECESSARY OFFSETS, JUNCTION BOXES, AND FITTINGS TO
CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE
HEADROOM, MAINTAIN REQUIRED ACCESSIBILITY, AND SATISFY THE
REQUIREMENTS OF THE GOVERNING CODES AND THE STANDARDS
OF GOOD PRACTICE.
C. WHEN CHANGES IN INDICATED LOCATIONS OR ARRANGEMENTS ARE
NECESSARY DUE TO CONDITIONS IN BUILDING CONSTRUCTION,
REARRANGEMENT OF FURNISHINGS OR EQUIPMENT, OR CONFLICT IN
LOCATION, MAKE SUCH CHANGES AT NO COST TO OWNER,
PROVIDED THAT THE CHANGE IS ORDERED BEFORE CONDUIT IS
INSTALLED AND THAT LENGTH OF CONDUIT RUN IS NOT REVISED BY
MORE THAN TEN FEET.
D. BRING DISCREPANCIES BETWEEN DIFFERENT DRAWINGS, BETWEEN
DRAWINGS AND ACTUAL FIELD CONDITIONS, OR BETWEEN
DRAWINGS AND SPECIFICATIONS, PROMPTLY TO THE ATTENTION OF
THE ARCHITECT OR ENGINEER FOR DECISION, AND STOP PERTINENT
WORK SUBJECT TO RESOLUTION OF THE CONFLICT.
E. COORDINATE THE LOCATION OF THE LIGHTING FIXTURES AND
FRAMING WITH THE CEILING CONSTRUCTION SO THAT THE OVERALL
PATTERN IS ACCEPTABLE TO THE ARCHITECT. ARCHITECTURAL
REFLECTED CEILING DRAWINGS, PLANS AND DETAILS GOVERN.
F. PROVIDE CLARIFYING DETAILS WHERE REQUIRED BY INSPECTING
AUTHORITY AND OBTAIN ARCHITECT'S AND INSPECTOR'S APPROVAL
PRIOR TO INSTALLATION.
3.03 RESPONSIBILITY
A. PROVIDE COMPLETE FUNCTIONING SYSTEMS AND INCLUDE LABOR,
MATERIAL AND ASSOCIATED TOOLS AND TRANSPORTATION
REQUIRED FOR THE SYSTEM TO OPERATE SAFELY AND
SATISFACTORILY. PROVIDE EMPTY CONDUIT SYSTEMS WHERE
SPECIFIED, COMPLETE, CLEAR, AND WITH PULL WIRES, READY TO
ACCEPT CONDUCTORS AND ALLOW FOR EQUIPMENT INSTALLATION.
B. PROVIDE WORK INDICATED ON THE DRAWINGS WHETHER OR NOT
SPECIFICALLY MENTIONED IN THE SPECIFICATIONS.
C. COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE
SCHEDULES FOR WORK OF OTHER TRADES TO PREVENT DELAYS IN
TOTAL WORK. ASSUME RESPONSIBILITY FOR COOPERATIVE WORK,
WHICH MUST BE ALTERED DUE TO LACK OF PROPER SUPERVISION
OR FAILURE TO MAKE PROPER PROVISION IN TIME. PERFORM
ALTERATIONS TO ARCHITECT'S SATISFACTION, AND PAY COSTS.
D. RESOLVE CODE CONFLICTS PRIOR TO INSTALLATION. REMOVE AND
REPLACE WORK CONFLICTING WITH CODES OR, IN THE ARCHITECT'S
OPINION, NOT MEETING SPECIFIED REQUIREMENTS AND PAY COSTS.
3.04 QUALITY ASSURANCE
A. PROVIDE AN EXPERIENCED SUPERINTENDENT IN CHARGE OF
ERECTION OF THE WORK, TOGETHER WITH ALL NECESSARY
JOURNEYMEN, HELPERS AND LABORERS REQUIRED TO PROPERLY
UNLOAD, ERECT, CONNECT, ADJUST, OPERATE AND TEST THE WORK
INVOLVED TO PRODUCE A NEAT, WORKMANLIKE INSTALLATION.
LATEST INDUSTRY STANDARDS ARE CONSIDERED MINIMUM.
B. FOR THE ACTUAL FABRICATION, INSTALLATION, AND TESTING OF THE
WORK OF THIS SECTION USE ONLY THOROUGHLY TRAINED AND
EXPERIENCED PERSONNEL WHO ARE COMPLETELY FAMILIAR WITH
THE REQUIREMENTS FOR THIS WORK AND WITH THE INSTALLATION
RECOMMENDATIONS OF THE MANUFACTURERS OF THE SPECIFIED
ITEMS. WHERE SPECIFIED, PROVIDE FACTORY PERSONNEL FOR
TESTING AND ADJUSTING. SUBMIT QUALITY ASSURANCE PROGRAM
AND DETAILED TESTING PROCEDURES FOR REVIEW.
3.05 EXISTING FACILITIES
A. EXAMINE THE DRAWINGS AND SPECIFICATIONS OF THE COMPLETE
WORK, AND INSPECT THE SITE TO ESTABLISH THE SCOPE OF
DEMOLITION WORK AND NEW WORK TO BE PROVIDED UNDER THIS
SECTION AND CLARIFICATION OF THE PHASING OF THE WORK.
B. BASED ON PROJECT PHASING AND SCHEDULING, DEMOLITION WORK
WILL BE TAKING PLACE IN AND AROUND EXISTING AREAS THAT ARE
TO REMAIN IN SERVICE. WHERE THE WORK UNDER THIS SECTION
AFFECTS OR INTERFERES WITH THE OPERATION OF EXISTING AREAS
TO REMAIN IN SERVICE, OR PORTIONS OF THE WORK ALREADY IN
OPERATION, PROVIDE NECESSARY WORK AND MATERIAL INCLUDING
PREMIUM PAY, REQUIRED TO AVOID SHUTDOWN OF THESE AREAS
DURING NORMAL OPERATIONS. OBTAIN OWNER'S APPROVAL FOR
SHUTDOWN, IN WRITING, 48 HOURS PRIOR TO SHUTDOWN.
C. EXISTING ELECTRICAL AND SIGNAL FACILITIES OUTSIDE OF THE
DEMOLITION AREA TO REMAIN IN PLACE AND IN SERVICE DURING
DEMOLITION.
D. UNLESS SPECIFICALLY NOTED OR OTHERWISE INDICATED OR
DIRECTED, REMOVE EXISTING ELECTRICAL EQUIPMENT IN THE
AREAS TO BE DEMOLISHED. DELIVER EQUIPMENT REMOVED,
INCLUDING LIGHTING FIXTURES, TO THE OWNER'S REPRESENTATIVE.
3.06 REMODELING
A. WHERE REMODELING OF EXISTING AREAS IS INDICATED, PROVIDE
WORK INDICATED AND REQUIRED FOR A COMPLETE AND OPERATING
FACILITY. WHERE WORK IS ADJACENT TO EXISTING FIXTURES OR
DEVICES, PROVIDE MATCHING PRODUCTS TO PRESENT UNIFORM
APPEARANCE. SALVAGE DEMOLISHED MATERIAL AND EQUIPMENT
AND DELIVER TO OWNER AS DIRECTED. DISPOSE OF SALVAGED
MATERIAL AND EQUIPMENT WHERE SO DIRECTED IN WRITING BY
OWNER. PATCH OPENINGS IN EXISTING WALLS OR FLOORS CAUSED
BY REMOVAL OF MATERIAL AND/OR EQUIPMENT UNDER THIS WORK.
B. VERIFY ALL EXISTING FIXTURES TO BE REUSED ARE FUNCTIONAL
PRIOR TO BIDDING. PROVIDE NEW LAMPS AT ALL REUSED FIXTURES.
3.07 DEMOLITION
A. WHERE AREAS OF EXISTING FACILITIES ARE INDICATED TO BE
DEMOLISHED OR REMODELED, VISIT SITE TO DETERMINE SCOPE OF
WORK. RELOCATE ELECTRIC AND SIGNAL SYSTEM EQUIPMENT, AND
REROUTE OR REPLACE CONDUIT AND WIRING TO CONFORM WITH
NEW USE OF THE AREA AND MAINTAIN OPERATION OF ADJACENT
AREAS.
3.08 FLASHING
A. WHEREVER CONDUIT EXTENDS THROUGH ROOF, INSTALL A FOUR
POUND SEAMLESS LEAD FLASHING ASSEMBLY AND COUNTER
FLASHING.
3.09 TESTS AND CERTIFICATION
A. GENERAL: PROVIDE TESTING IN ACCORDANCE WITH NETA
REQUIREMENTS, AS SPECIFIED UNDER INDIVIDUAL EQUIPMENT AND
SYSTEM SPECIFICATIONS AND AS FOLLOWS:
1. UPON COMPLETION OF THE WORK, AND AS A CONDITION FOR
ACCEPTANCE, TEST ALL COMPONENTS AND SYSTEMS IN THE
PRESENCE OF THE OWNER'S REPRESENTATIVE TO DEMONSTRATE
COMPLIANCE WITH THE SPECIFICATIONS. PROVIDE TESTS AS
SPECIFIED AND AS REQUIRED BY THE CODE OR ENFORCING
AUTHORITIES. ADJUST, REPAIR AND/OR REPLACE DEFECTIVE
MATERIAL AND EQUIPMENT.
2. TIGHTEN ALL BOLTED CONNECTIONS AND MEGGAR ALL EQUIPMENT
AND BUS PRIOR TO TESTING.
3. TABULATE ALL TEST DATA AND PREPARE CERTIFIED TYPEWRITTEN
REPORT COVERING ALL TESTING PERFORMED AND INCLUDE IN
OPERATING AND MAINTENANCE INSTRUCTION MANUAL(S).
3.10 INSTALLATION OF CONDUCTORS
A. STORE CONDUCTORS WHERE CONTINUOUSLY PROTECTED FROM
SUNLIGHT, HEAT AND WEATHER.
B. CIRCUIT AS INDICATED ON PLANS AND SINGLE LINE DIAGRAMS.
C. DO NOT INSTALL MORE CONDUCTORS IN A RACEWAY THAN
INDICATED ON THE DRAWINGS.
D. MINIMUM WIRE SIZE SHALL BE NO. 12 AWG, EXCEPT FOR CONTROL
OR SIGNAL CIRCUITS WHICH MAY BE NO. 14 AWG.
E. ALL WIRING FOR BRANCH CIRCUITS SHALL BE MINIMUM NO. 12 AWG,
PROTECTED BY 20 AMPERE CIRCUIT BREAKERS. IF DISTANCE FROM
PANEL TO FIRST OUTLET IS 75' OR GREATER FOR 120 VOLT CIRCUITS,
AND 125' OR GREATER FOR 277 VOLT CIRCUITS, NO. 10 AWG SHALL
BE INSTALLED THROUGHOUT THE CIRCUIT, UNLESS NOTED
OTHERWISE ON THE DRAWINGS.
F. PROVIDE CONDUCTORS IN PARALLEL FEEDER RUNS OF IDENTICAL
LENGTHS.
G. ACCEPTABLE PULLING MEANS INCLUDE: FISH TAPE WITH BALL TYPE
HEADS, CABLE ROPE, AND BASKET WEAVE WIRE/CABLE GRIPS WHICH
DO NOT DAMAGE CABLES OR RACEWAYS. DO NOT USE ROPE
HITCHES FOR PULLING ATTACHMENTS TO WIRE OR CABLE.
H. USE ONLY LUBRICANT, WHICH DOES NOT DAMAGE CONDUCTORS, AS
A PULLING AID. NO LUBRICANT IS TO BE USED ON BRANCH CIRCUIT
CONDUCTORS CONNECTED TO GROUND FAULT-INTERRUPTING
CIRCUIT BREAKERS.
I. BUNDLE AND SECURE FEEDER, BRANCH CIRCUIT AND CONTROL
CONDUCTORS, IN PANELBOARDS, SWITCHBOARDS, MOTOR CONTROL
CENTERS, AND TERMINAL CABINETS WITH NYLON TIE WRAPS
SUITABLE FOR CONDUCTOR SIZE. PROVIDE TIE WRAPS ON
APPROXIMATELY 12" CENTERS. IDENTIFY SPARE CONDUCTORS (LINE,
CONTROL AND SIGNAL).
J. TIGHTEN ELECTRICAL CONNECTORS AND TERMINALS, INCLUDING
SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S
PUBLISHED TORQUE TIGHTENING VALUES. WHERE MANUFACTURER'S
TORQUE REQUIREMENTS ARE NOT INDICATED, TIGHTEN
CONNECTORS AND TERMINALS TO COMPLY WITH TIGHTENING
TORQUE VALUES SPECIFIED IN UL 486A AND UL 486B.
K. INSTALL ALL CONDUCTORS IN CONDUIT. COMPLETE CONDUIT
SYSTEM AND CLEAN AND DRY CONDUIT BEFORE PULLING IN
CONDUCTORS. INSTALL CONDUCTORS AFTER GENERAL
CONSTRUCTION WORK IN AREA HAS PROGRESSED SUFFICIENTLY TO
AVOID CONDUCTOR DAMAGE.
L. RUN NEUTRAL CONDUCTORS CONTINUOUS TO PANEL. DO NOT
COMBINE. RUN FEEDERS CONTINUOUS TO PANEL OR EQUIPMENT
WITHOUT SPLICES. DO NOT SPLICE OR TAP IN EQUIPMENT
ENCLOSURES OR CONDUIT BODIES. MAKE NECESSARY SPLICES ON
TAPS ONLY IN JUNCTION BOXES, PULL BOXES, OR IN OVERSIZE
WIRING GUTTERS DESIGNED FOR THE PURPOSE AT PANELBOARDS.
M. ALLOW 8" MINIMUM FREE LENGTH OF CONDUCTOR WHERE
TERMINATING IN OUTLET OR PULL BOX. PROVIDE LONGER LENGTHS
WHERE INDICATED.
N. DO NOT LOOP THROUGH RECEPTACLE TERMINALS: CONNECT BY
MEANS OF CONDUCTOR TAPS JOINED TO BRANCH CIRCUIT
CONDUCTORS.
3.11 CONNECTIONS AND TERMINATIONS, LINE VOLTAGE CONDUCTORS:
A. FOR BRANCH CIRCUIT CONDUCTORS NO. 8 AWG AND SMALLER, USE
STEEL SPRING WITH SEMI-RIGID INSULATING SHELL, OR SETSCREW
TYPE, TAPED.
B. FOR CONDUCTORS NO. 6 AWG AND LARGER, USE COPPER OR
BRONZE BOLTED PRESSURE BAR MECHANICAL CONNECTORS AND
LUGS, OR COMPRESSION TYPE AT CONTRACTOR'S OPTION, SIZED
FOR CONDUCTORS. FOR CONDUCTORS NO. 1 AWG AND LARGER, USE
LUGS WITH TWO BOLTS THROUGH TONGUE MINIMUM, OR EQUAL
ANTI-TURN CONSTRUCTION (SUBMIT SAMPLE). CONNECTORS AND
LUGS WHICH ARE CRIMP TYPE OR WHICH APPLY SETSCREWS
DIRECTLY TO THE CONDUCTORS ARE NOT ACCEPTABLE. FASTEN
LUGS WITH FLAT AND SPRING WASHERS AND HEX NUT.
C. COORDINATE EQUIPMENT TERMINATIONS WITH EQUIPMENT
SUPPLIER TO INSURE THAT TERMINALS PROVIDED CONFORM WITH
REQUIREMENTS SPECIFIED HEREIN.
D. FOR CONNECTIONS AT MOTORS, USE LUGS ON MOTOR AND BRANCH
CIRCUIT CONDUCTORS, BOLTED AND TAPED. FOR CONDUCTORS NO.
8 AWG AND SMALLER, CRIMP LUGS TO CONDUCTORS.
E. SPLICE GROUNDING CONDUCTORS BY MEANS OF EXOTHERMIC
WELDING AND TERMINATE BY MEANS OF APPROVED GROUNDING
CONNECTORS. DO NOT SOLDER.
F. POSITION SPLICES IN PULL BOXES AND JUNCTION BOXES, SO THEY
ARE ACCESSIBLE FROM THE REMOVABLE COVER SIDE OF THE BOX.
G. PROVIDE WATERPROOF CONNECTIONS IN WET LOCATIONS. PENCIL
AND ROUGHEN CONDUCTORS AND APPLY RUBBER TAPE EQUAL TO
INSULATION THICKNESS. COVER WITH TWO HALF-LAPPED LAYERS OF
8.5 MIL, ALL WEATHER, VINYL PLASTIC TAPE, SUITABLE FOR BELOW
FREEZING APPLICATION, AND COAT WITH SEALANT. FORM
CONDUCTORS INTO DRIP LOOPS SO THAT WATER DOES NOT
COLLECT ON CONNECTIONS. BLOW OUT CONDUIT TO REMOVE
MOISTURE AND SEAL CONDUIT ENDS WITH WATERPROOF
COMPOUND.
H. TORQUE ELECTRICAL CONDUCTOR TERMINATIONS IN ACCORDANCE
WITH EQUIPMENT MANUFACTURER'S DIRECTIONS AND INDUSTRY
STANDARDS.
3.12 CONDUIT
A. USE RIGID STEEL CONDUIT UP TO 6", OR INTERMEDIATE STEEL
CONDUIT UP TO 4": IN SLAB ON GRADE; ON EXTERIOR; ENCASED IN
EXTERIOR MASONRY OR CONCRETE WALLS; IN WET LOCATIONS; IN
REFRIGERATED SPACES; WHERE CONDUIT IS ROUTED EXPOSED
WITHIN 7 FEET OF FLOOR OR WALKING SURFACES; IN SUSPENDED
SLABS, BUT ONLY WHERE PERMISSION IS OBTAINED FROM
ARCHITECT IN WRITING FOR CONDUIT TO BE RUN IN A SUSPENDED
SLAB.
B. USE RIGID OR INTERMEDIATE STEEL CONDUIT, OR ELECTRIC
METALLIC TUBING UP TO 4" FOR: DRY CONCEALED LOCATIONS;
WHERE CONDUIT IS ROUTED EXPOSED ABOVE 7 FEET FROM FLOOR
OR WALKING SURFACES; INCLUDING BUT NOT LIMITED TO
MECHANICAL ROOMS, IN ELECTRICAL AND TELEPHONE ROOMS AT
ALL HEIGHTS.
C. USE FLEXIBLE STEEL CONDUIT, 1/2” MINIMUM, AND 3/4” MAXIMUM,
TRADE SIZE, IN METAL STUD PARTITIONS AND ABOVE ACCESSIBLE
LAY-IN TILE CEILINGS. DO NOT USE FLEXIBLE CONDUIT FOR
HOMERUNS TO PANELBOARDS, OR FOR EMERGENCY CIRCUITS.
D. USE 24" MINIMUM LENGTH OF LIQUIDTIGHT FLEXIBLE STEEL CONDUIT,
1/2" MINIMUM TRADE SIZE, SLACK CONNECTED FOR: CONNECTION
FROM OUTLET TO MOTOR AND OTHER MOVING OR VIBRATING
EQUIPMENT; CODE LENGTH TO LIGHTING FIXTURES IN DAMP OR WET
LOCATIONS; TO TRANSFORMER HOUSINGS; TO KITCHEN EQUIPMENT;
ALL FLEXIBLE CONNECTIONS IN EXPOSED AREAS. WHERE CONDUIT
STUBS INTO BOTTOM OF DRY TYPE TRANSFORMER, WITHOUT
CONNECTING TO ENCLOSURE, BOND CONDUIT TO ENCLOSURE AND
OMIT FLEX CONNECTION.
E. PROVIDE BEND RADIUS FOR FLEXIBLE CONDUIT NOT LESS THAN 5
TIMES THE TRADE SIZE.
F. DO NOT USE FLEXIBLE CONDUIT FOR TELECOMMUNICATIONS OR
DATA CABLING UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS.
G. WHERE PENETRATING FLOORS OR FIRE SEPARATIONS, USE UL
LISTED FITTINGS AND/OR DEVICES TO MAINTAIN SEPARATION
INTEGRITY.
3.13 INSTALLATION OF CONDUIT
A. DELIVER RACEWAYS AND WIREWAYS TO THE SITE IN STANDARD
LENGTHS, AND STORE WHERE CONTINUOUSLY PROTECTED FROM
MOISTURE AND WEATHER.
B. CONDUIT SIZES ON THE DRAWINGS ARE MINIMUM, SIZED FOR
COPPER CONDUCTORS, FOR NORMAL DIMENSION INSULATION.
UNLESS OTHERWISE NOTED, USE 1/2" TRADE SIZE MINIMUM.
INCREASE SIZES WHERE REQUIRED BY PHYSICAL CONDITIONS, OR
CONDUCTOR INSULATION. DO NOT COMBINE RUNS WITHOUT
WRITTEN APPROVAL. ALLOW FOR GROUNDING CONDUCTOR.
C. CONCEAL CONDUIT FROM VIEW ABOVE CEILINGS, BELOW FLOORS OR
IN WALLS. REFER TO ARCHITECTURAL SECTIONS AND DETAILS TO
DETERMINE CONDUIT ROUTING REQUIRED TO CONCEAL CONDUIT.
D. CONDUIT MAY BE EXPOSED TO VIEW IN SHOP AND UTILITY AREAS
AND WHERE INDICATED. INSTALL ALL CONDUIT RUNS PARALLEL
WITH OR PERPENDICULAR TO STRUCTURAL MEMBERS. SURMOUNT
OBSTRUCTIONS BY USE OF BENDS, OFFSETS, AND WHERE
NECESSARY WITH JUNCTION AND PULL BOXES. FOR SURFACE
MOUNTED OUTLETS AND SMALL JUNCTION BOXES WITHIN 7' OF
FLOOR, USE CAST BOXES AND/OR CONDUIT BODIES.
E. CUT CONDUITS AND RACEWAYS SQUARE AND FREE OF BURRS. REAM
CONDUIT ENDS AND CLEAN CONDUITS BEFORE PULLING
CONDUCTORS.
F. CAP OPEN ENDS OF CONDUITS WITH APPROVED MANUFACTURED
CONDUIT SEALS UNTIL READY TO PULL IN CONDUCTORS.
G. FOR BENDS AND OFFSETS IN CONDUIT, USE LARGE RADIUS FACTORY
FITTINGS, OR BEND WITH HYDRAULIC BENDER MEETING THE NEC
REQUIREMENTS. REPLACE ALL FLATTENED, DEFORMED OR KINKED
CONDUIT.
H. PROVIDE NO. 14 AWG BLACK IRON PULL WIRE OR POLYETHYLENE OR
NYLON PULL ROPE IN ALL EMPTY CONDUITS AND STUBS OVER 10' IN
LENGTHS, EXTENDING AT LEAST 12" BEYOND CONDUIT. PULL ROPE
TENSILE STRENGTH TO BE 240 POUNDS UP TO 1-1/2" CONDUIT AND
800 POUNDS FOR LARGER CONDUIT.
I. SECURE RIGID OR IMC CONDUITS TO PANELBOARDS, PULL BOXES,
WIREWAYS AND ENCLOSURES WITH LOCKNUTS, INSIDE AND OUT,
AND PROVIDE IMPACT RESISTANT PLASTIC, INSULATED THROAT OR
MALLEABLE IRON BUSHINGS AT TERMINATIONS IN PULL BOXES,
WIREWAYS, SIGNAL CABINETS, BOXES AND ENCLOSURES. ZINC
INSULATED THROAT HUBS WITH "O" RING GASKETS MAY BE USED IN
LIEU OF DOUBLE LOCKNUT AND BUSHING. FOR FEEDER
CONDUCTORS NO. 4 AWG AND LARGER, PROVIDE STEEL OR
MALLEABLE IRON INSULATING BUSHINGS WITH PLASTIC LINER. FOR
EMT, PROVIDE INSULATED THROAT CONNECTORS SECURED WITH
LOCKNUT ON INTERIOR OF BOX OR ENCLOSURE.
J. FIELD THREAD RIGID AND IMC CONDUIT TO CONFORM TO AMERICAN
STANDARD PIPE THREADS TAPERED FOR THE ENTIRE LENGTH AT 3/4
INCH/FOOT. TREAT THREADS WITH PROTECTIVE COATING TO
PREVENT CORROSION, BUT MAINTAIN ELECTRICAL CONTINUITY.
K. UPON COMPLETION OF INSTALLATION OF RACEWAYS, INSPECT
INTERIORS OF RACEWAYS; CLEAR ALL BLOCKAGES AND REMOVE
BURRS, DIRT, AND CONSTRUCTION DEBRIS.
3.14 INSTALLATION OUTLET BOXES AND FITTINGS
A. GENERAL: INSTALL ELECTRICAL BOXES AND FITTINGS IN
ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS,
APPLICABLE REQUIREMENTS OF THE CODE AND NECA'S "STANDARD
OF INSTALLATION," AND IN ACCORDANCE WITH RECOGNIZED
INDUSTRY PRACTICES TO FULFILL PROJECT REQUIREMENTS.
B. COORDINATE INSTALLATION OF ELECTRICAL BOXES AND FITTINGS
WITH CONDUCTORS, WIRING DEVICES, AND RACEWAY INSTALLATION
WORK.
C. INSTALL OUTLETS AND BOXES IN READILY ACCESSIBLE LOCATIONS.
D. INSTALLING BOXES BACK-TO-BACK IN WALLS IS NOT PERMITTED.
PROVIDE A MINIMUM OF 12" OF SEPARATION.
E. AVOID USING ROUND BOXES WHERE CONDUIT MUST ENTER BOX
THROUGH SIDE OF BOX, WHICH WOULD RESULT IN DIFFICULT AND
INSECURE CONNECTIONS WHEN FASTENED WITH LOCKNUT OR
BUSHING ON ROUNDED SURFACES.
F. TAPS AND SPLICES WHERE PERMITTED BY THESE SPECIFICATIONS
WITHIN EXTERIOR JUNCTION BOXES, SHALL BE PERFORMED WITH AN
ENCAPSULATING WATERTIGHT SPLICE OR TAP KIT WHICH INSULATES
AND MOISTURE SEALS THE CONNECTION. KIT SHALL CONSIST OF THE
APPROPRIATE SIZE AND TYPE MOLD, ENCAPSULATING RESIN AND
END SEALING TAPE.
G. SUBSEQUENT TO INSTALLATION OF BOXES, PROTECT BOXES FROM
CONSTRUCTION DEBRIS AND DAMAGE.
H. PROVIDE ADDITIONAL PULL OF JUNCTION BOXES AS REQUIRED TO
MEET CODE REQUIREMENTS OR TO FACILITATE PULLING OF WIRES.
LOCATE IN UTILITY AREAS, ABOVE ACCESSIBLE CEILINGS, ON IN
APPROVED LOCATIONS.
I. SIZE BOXES FOR DEVICES CONTAINED AND THE NUMBER OF WIRES
PASSING THROUGH OR TERMINATING THEREIN, BUT NOT LESS THAN
4" SQUARE BY 1-1/2" DEEP. USE PULL AND JUNCTION BOXES OF
ADEQUATE SIZE FOR SPLICES AND TERMINATIONS CONTAINED
THEREIN.
J. USE 4-11/16" SQUARE BOX WITH ROUND PLASTER RING, FOR
SURFACE MOUNTED CEILING FIXTURES.
K. WHERE MORE THAN ONE SWITCH IS SHOWN AT ONE LOCATION,
GROUP BEHIND COMMON PLATE. USE GANG BOXES FOR THREE OR
MORE DEVICES. PROVIDE BARRIER BETWEEN 277V SWITCHES
CONTROLLING TWO OR MORE CIRCUITS.
L. UNLESS SPECIFIED OTHERWISE IN OTHER SECTIONS, PROVIDE A
4-11/16" SQUARE BY 2-1/8" DEEP BOX WITH ONE GANG FLUSH
PLASTER RING FOR WALL MOUNTED TELEPHONE, DATA, COMPUTER,
DICTATION, MATV OR INTERCOM OUTLETS.
M. RECESS BOXES, EXCEPT IN UNFINISHED AREAS SUCH AS UTILITY
TUNNELS, MECHANICAL, AND ELECTRICAL SPACES. PROVIDE
EXTENSION RINGS AND/OR PLASTER RINGS TO FINISH FLUSH WITH
FINISHED SURFACES, INCLUDING THE INSIDE FACE OF THE BACKS OF
CASEWORK. INSTALL APPROVED FACTORY MADE KNOCKOUT SEALS
WHERE KNOCKOUTS ARE NOT INTACT, AND CLOSE ALL OPENINGS.
N. USE CAST METAL, GASKETED BOXES FOR LOCATIONS NOTED ON
DRAWINGS AND AS FOLLOWS: STUB MOUNTED OUTLETS; SURFACE
MOUNTED OUTLETS WITHIN 7' OF THE FLOOR; WET OR CORROSIVE
LOCATIONS; OUTLETS ON THE EXTERIOR OR WITHIN EXTERIOR
WALLS FACING THE EXTERIOR. FOR FLUSH MOUNTED OUTLETS,
PROVIDE ADAPTER PLATES. PROVIDE THREADED PLUGS IN UNUSED
HUBS.
O. SUPPORT LIGHT FIXTURE OUTLETS TO BUILDING STRUCTURE AND
EQUIP WITH FIXTURE STUD AND HANGAR BAR OR SUPPORTING
DEVICE AS REQUIRED. SUPPORT LIGHTING FIXTURES IN EXCESS OF
60 POUNDS TO STRUCTURE INDEPENDENTLY OF OUTLET BOX.
P. PROVIDE BOXES FOR ALL DEVICES. FOR DEVICES NOT SPECIFIED OR
SCHEDULED, USE BOXES AS APPROVED, ADEQUATE FOR DEVICE TO
BE INSTALLED.
Q. COMBINE DEVICES IN GANGED BOX WITH SUITABLE BARRIERS
BEHIND COMMON PLATE WHERE INDICATED, SPECIFIED, OR
DETAILED. PROVIDE SEPARATE OR BARRIERED BOXES FOR NORMAL
AND EMERGENCY DEVICES.
R. INSTALL BOXES IN A RIGID MANNER, WITH BOX HANGERS,
EXPANSION SHIELDS IN MASONRY, AND MACHINE SCREWS ON METAL
WORK. DO NOT NAIL TO STRUCTURE. USE PLATED OR GALVANIZED
SCREWS THROUGHOUT.
S. SECURE PULL AND JUNCTION BOXES TO THE STRUCTURE
INDEPENDENTLY OF THE CONDUITS BY MEANS OF BOLTS, ROD
HANGERS OR BRACKETS.
3.15 SUPPORT AND FASTENING OF RACEWAYS AND WIREWAYS
A. INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL
COMPONENTS SECURELY AND PERMANENTLY IN ACCORDANCE WITH
CODE REQUIREMENTS.
B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM, AND WITH
OTHER ELECTRICAL, HVAC AND PLUMBING SYSTEMS INSTALLATIONS.
C. INSTALL RIGID STEEL CONDUIT WITH THREADED COUPLINGS.
SUPPORT CONDUITS 1" AND LARGER ON 10 FOOT INTERVALS,
SMALLER THAN 1" ON 7 FOOT INTERVALS, ALL SIZES WITHIN 3' OF
CONNECTION TO ANY ELECTRICAL ENCLOSURE, BOX, CABINET, OR
FITTING, INCLUDING COUPLINGS.
D. SUPPORT ELECTRIC METALLIC TUBING ON MAXIMUM SPACING OF 10'
AND WITHIN 3' OF CONNECTION TO ANY ELECTRICAL ENCLOSURE,
BOX, CABINET, OR FITTING, INCLUDING COUPLINGS.
E. AT PLASTER OR DRYWALL PARTITIONS, ATTACH ONLY TO THE
FRAMING STUDS OR TO A BACKING PLATE OR STEEL CHANNEL THAT
SPANS BETWEEN STUDS.
F. ATTACH TO SOLID MASONRY WALLS WITH STEEL WEDGE EXPANSION
ANCHORS.
G. DO NOT FASTEN RIGID CONDUIT OR TUBING TO EQUIPMENT SUBJECT
TO VIBRATION OR MOUNTED ON SHOCK MOUNTS.
H. WHERE ATTACHING TO STEEL MEMBERS, USE BEAM CLAMP, WELDED
THREADED STUDS, OR MACHINE SCREWS.
I. WHERE NOT OTHERWISE SPECIFIED HEREIN, SUPPORT ALL SIZES OF
SUSPENDED CONDUIT FROM BEAMS OR GIRDERS WITH FACTORY
MADE PIPE HANGERS WITH SPLIT HINGED MALLEABLE IRON OR
SPRINGABLE STEEL PIPE RINGS AND SOLID ROUND MILD STEEL
RODS, 1/4" DIAMETER FOR UP TO 1-1/4" CONDUIT, 3/8" DIAMETER UP
TO 2" CONDUIT, AND 1/2" DIAMETER FOR LAGER CONDUIT. FRICTION
TYPE CONDUIT SUPPORT HARDWARE AND ATTACHMENTS ARE NOT
ACCEPTABLE. WHERE REQUIRED CONDUIT SUPPORT SPACING IS
MORE FREQUENT THAN STRUCTURAL MEMBERS, PROVIDE
INTERMEDIATE STEEL SUPPORT AS REQUIRED.
J. PROVIDE TRAPEZE TYPE HANGERS WHERE THREE OR MORE
CONDUITS RUN PARALLEL AND CLAMP CONDUIT TO HANGER WITH
GALVANIZED STEEL CONDUIT CLAMPS. PROVIDE DIAGONAL SEISMIC
BRACING FOR SUSPENDED RUNS OF CONDUITS 2-1/2" TRADE SIZE
AND LARGER. UTILIZE U-CHANNELS FOR TRAPEZE ASSEMBLIES.
LATHING CHANNELS ARE NOT ACCEPTABLE.
K. DO NOT USE PERFORATED METAL STRAP OR WOOD AS SUPPORT
MATERIAL.
L. SUPPORT CONDUIT TO STRUCTURE ABOVE SUSPENDED CEILINGS 3"
MINIMUM ABOVE CEILING TO ALLOW REMOVAL OF TILE. DO NOT
SUPPORT FROM T-BARS OR T-BAR HANGER WIRES. MAINTAIN 2"
CLEARANCE ABOVE RECESSED LIGHT FIXTURES.
M. ABOVE FIXED CEILINGS AND IN STUD WALLS, TIE CONDUIT 1" OR
SMALLER TO FURRING, SUPPORT CHANNELS CAPABLE OF CARRYING
THE WEIGHT, OR STUDS WITH NO. 16 GAUGE GALVANIZED WIRE TIES
4' ON CANTER, MAXIMUM.
N. SUPPORT EXPOSED CONDUITS ON ROOFTOPS ON STEEL PEDESTALS
WITH RUBBER BASES THAT REST ON TOP OF ROOFING MEMBRANE,
NOT REQUIRING ANY ATTACHMENT TO THE ROOF STRUCTURE AND
NOT PENETRATING THE ROOFING ASSEMBLY, WITH SUPPORT
FIXTURES AS RECOMMENDED BY THE MANUFACTURER. MINIMUM OF
4-1/2" HIGH BY 6" WIDE BY 9-3/5" LONG. THE BASE SHALL BE
COMBINED WITH A MINIMUM 7/8" HIGH, 14 GAUGE GALVANIZED STEEL
U-CHANNEL, FASTENED TO THE BASE, TO FORM THE BASIC SUPPORT
SYSTEM. A SINGLE BASE WITH U-CHANNEL SHALL PROVIDE AN
ULTIMATE LOAD CAPACITY OF 500 LBS PER LINEAR FOOT, MINIMUM.
3.16 INSTALLATION OF LIGHTING FIXTURES
A. COORDINATE EXACT QUANTITIES AND CRITICAL DIMENSIONS WITH
THE CONTRACT DOCUMENTS AND FIELD CONDITIONS.
B. INSTALL LIGHTING FIXTURES IN ACCORDANCE WITH FIXTURE
MANUFACTURER'S WRITTEN INSTRUCTIONS, APPLICABLE
REQUIREMENTS OF THE CODE, NECA'S "STANDARD OF
INSTALLATION," NEMA STANDARDS, AND WITH RECOGNIZED
INDUSTRY PRACTICES TO ENSURE THAT LIGHTING FIXTURES FULFILL
INSTALLATION REQUIREMENTS.
C. INSTALL RECESSED FIXTURES PROPERLY TO ELIMINATE LIGHT
LEAKAGE BETWEEN FIXTURE FRAME AND FINISHED SURFACE.
PROVIDE PLASTER FRAMES FOR RECESSED FIXTURES INSTALLED IN
OTHER THAN SUSPENDED GRID TYPE ACOUSTICAL CEILING
SYSTEMS. BRACE FRAMES TEMPORARILY TO PREVENT DISTORTION
DURING HANDLING.
D. CONNECTIONS: USE UNDERWRITERS' LABORATORIES APPROVED
SOLDERLESS CONNECTORS FOR SPLICING.
E. BLOCKING: PROVIDE SUPPLEMENTAL BLOCKING AND SUPPORT
UNDER THIS SECTION, AS REQUIRED TO SUPPORT FIXTURE FROM
STRUCTURAL MEMBERS ADEQUATE FOR FIXTURE WEIGHT. REFER
TO THE ARCHITECTURAL DETAILS FOR ACCEPTABLE METHODS FOR
BLOCKING AND SUPPORT IN WALLS AND CEILINGS.
F. SURFACE MOUNTED FIXTURES: SECURE TO STRUCTURAL MEMBERS
OR TO STRUCTURAL CHANNELS WHICH SPAN STRUCTURAL
MEMBERS WITH 1/4" MINIMUM MACHINE SCREWS.
G. CONNECTIONS: DO NOT USE FIXTURES AS PULL OR JUNCTION
BOXES. DO NOT USE FLEX CONDUIT BETWEEN SEPARATED,
SUSPENDED FIXTURES. SURFACE MOUNTED FIXTURES, SEPARATED
BY NOT MORE THAN 6" IN UTILITY AREAS, ARE TO BE NIPPED
TOGETHER. CONNECT FROM RECESSED FIXTURES TO FIXTURE
OUTLET WITH 6" LENGTH OF FLEXIBLE CONDUIT AND CONDUCTORS.
H. LOCATION: LOCATE FIXTURE OUTLETS, RECESSED FIXTURES, AND
DETERMINE THE LENGTH OF CUSTOM, CONTINUOUS ROW COVE OR
"REVERSE COVE" FIXTURES, BY REFERENCE TO ARCHITECTURAL
REFLECTED CEILING PLANS AND DETAILS AND MEASUREMENT OF
BUILDING CONSTRUCTION. DO NOT SCALE ELECTRICAL DRAWINGS.
I. LAMPING: FOR INITIAL LAMPING OF OVERHEAD FIXTURES DURING
CONSTRUCTION, OMIT DIFFUSER INSTALLATION. PRIOR TO FINAL
ACCEPTANCE AND WHEN DIRECTED BY THE OWNER IN WRITING,
CLEAN THE FIXTURES, REMOVE CONSTRUCTION LAMPS, RELAMP
WITH NEW LAMPS AND INSTALL DIFFUSERS.
J. DO NOT INSTALL EXPOSED FIXTURES, REFLECTORS OR TRIMS UNTIL
ALL PLASTERING AND PAINTING THAT MAY MAR FIXTURE FINISH IS
COMPLETED. REPLACE BLEMISHED, DENTED, DAMAGED OR
UNSATISFACTORY FIXTURES AS DIRECTED.
K. SUPPORT ALL FIXTURES INDEPENDENT OF DUCTWORK OR PIPING.
3.17 GROUNDING AND BONDING
A. CONDUCTORS
1. INSULATED CONDUCTORS: COPPER WIRE OR CABLE INSULATED FOR
600 V UNLESS OTHERWISE REQUIRED BY APPLICABLE CODE OR
AUTHORITIES HAVING JURISDICTION.
B. INSTALLATION
1. CONDUCTORS: INSTALL SOLID CONDUCTOR FOR NO. 8 AWG AND
SMALLER, AND STRANDED CONDUCTORS FOR NO. 6 AWG AND
LARGER, UNLESS OTHERWISE INDICATED.
2. INSTALL INSULATED EQUIPMENT GROUNDING CONDUCTORS WITH
ALL FEEDERS AND BRANCH CIRCUITS.
3.18 ACCEPTABLE MANUFACTURERS
A. MOLDED CASE CIRCUIT BREAKERS:
1. FOR BRANCH CIRCUIT PANELBOARDS: SAME AS PANELBOARD
MANUFACTURER.
2. FOR SWITCHBOARDS: SAME AS SWITCHBOARD MANUFACTURER.
B. DISCONNECT SWITCHES (HEAVY DUTY, QUICK-MAKE, QUICK-BREAK):
1. 800A AND SMALLER: GENERAL ELECTRIC, SQUARE D, CUTLER
HAMMER AND SIEMENS. REJECTION TYPE FOR FUSED UNITS.
2. MOTOR SWITCHES: FOR 120V, 230V, UP TO 5HP, 460V UP TO 10HP:
SQUARE D CLASS 2510. EQUAL BY GENERAL ELECTRIC, CUTLER
HAMMER OR SIEMENS.
C. FUSES: RK5
D. WIRING DEVICES:
1. MAINTAINED SWITCHES: HUBBELL, LEVITON, PASS/SEYMOUR OR
COOPER.
2. DUPLEX AND SINGLE RECEPTACLES: SPECIFICATION GRADE,
HUBBELL, LEVITON, COOPER OR PASS/SEYMOUR.
3. WEATHERPROOF HINGED COVER: HUBBELL, INTERMATIC, LEVITON
OR PASS/SEYMOUR.
4. PLATES - SMOOTH, SATIN FINISH, TYPE 302, 0.035" STAINLESS STEEL:
HUBBELL, LEVITON, COOPER OR PASS/SEYMOUR.
E. INSULATED BUSHINGS: O.Z. GEDNEY TYPES A, B AND COPPER LUG
BLG, OR APPROVED EQUIVALENT.
F. EMT FITTINGS - STEEL RAINTIGHT: APPLETON, CROUSE-HINDS, STEEL
CITY OR THOMAS AND BETTS.
G. LIQUIDTIGHT FLEX: TYPE U.A. WITH BUILT-IN BOND WIRE, AMERICAN
FLEX CONDUIT, ANACONDA OR O.Z. GEDNEY.
H. STEEL OUTLET BOXES: 4: SQUARE BY 1-1/2" DEEP MINIMUM,
APPLETON, STEEL CITY, THOMAS AND BETTS OR CROUSE-HINDS.
I. CAST BOXES AND CONDUIT BODIES: APPLETON, CROUSE-HINDS,
PYLE-NATIONAL, O.Z. GEDNEY OR CROUSE-HINDS.
J. 600V CONDUCTOR INSTALLATION ACCESSORIES:
1. STEEL SPRING CONNECTORS (NO. 8 AND SMALLER): SCOTCHLOCK
TYPES R AND Y, IDEAL WIRENUT.
2. SOLDERLESS CONNECTORS: (NO. 6 AND LARGER) COPPER OR
BRONZE BOLTED PRESSURE BAR TYPE: BRUNDY, THOMAS AND
BETTS, O.Z. GEDNEY, TELEDYNE PENN-UNION.
3. POWER DISTRIBUTION BLOCKS: SQUARE D CLASS 9080, EQUIVALENT
BY MARATHON SPECIAL PRODUCTS OR ILSCO.
4. COMPRESSION CONNECTORS (MOTOR CONNECTIONS NO.8 AND
SMALLER): T&B STAKON, BURNDY OR EQUIVALENT.
5. TAPE: SCOTCH #23 RUBBER TAPE AND #33 VINYL TAPE. SOLA BASIC,
SIERRA-TOMIC.
6. SEALANT: SCOTCHKOTE. NO KNOWN EQUAL.
7. PULLING COMPOUND: POWDERED SOAPSTONE, IDEAL YELLOW 77,
WIRELUBE, MINERALLAC #100, SIERRA-TOMIC.
8. CABLE SUPPORTS: O.Z. GEDNEY SPLIT WEDGE, KELLEMS CABLE
CLAMPS.
K. AFTERSET ANCHORS: EXPANSION SHIELD TYPE, HILTY KWIK BOLT,
PHILLIPS "READHEAD" WEDGE TYPE.
L. CONDUCTORS - 600V AND BELOW; SOUTHWIRE, ENCORE WIRE,
AMERICAN INSULATED WIRE, ANACONDA, OKONITE.
M. CONDUIT BUSHINGS: SPECIFICATION GRADE, METAL INSULATING
TYPE, INCLUDING GROUNDING BUSHINGS ON 1-1/4" AND LARGER;
METALLIC INSULATING TYPE, 1 INCH AND SMALLER. METAL
INSULATING TYPE BUSHING TO HAVE MOLDED ON HIGH IMPACT
PHENOLIC INSULATION. OZ/GEDNEY OR APPROVED EQUIVALENT.
N. ROOFTOP SUPPORTS: COOPER B-LINE, GASTITE, MIFAB.
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Project Number
07/15/2020
EL P
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100%CONSTRUCTIONDOCUMENTS
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GENERAL NOTES - DEMOLITION
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2 EXISTING DEVICE AND LIGHT FIXTUREQUANTITIES AND LOCATIONS WERE TAKENFROM EXISTING DRAWINGS AND SITEOBSERVATIONS. CONTRACTOR SHALL FIELDVERIFY ALL DEVICES AND CIRCUITING.
3 WHEN REMODELING WORK INTERFERES WITHCIRCUITS THAT WOULD OTHERWISE BEUNTOUCHED, CONTRACTOR SHALL REWORKCIRCUITS AS REQUIRED.
KEY NOTES
E6 EXISTING DURESS STATION TO BE REMOVED.EXTEND CONDUIT AND CONDUCTORS TO NEWDURESS BUTTON.
E7 EXISTING ANNUCIATOR PANEL TO BERELOCATED TO OTHER SIDE OF PANEL.
7/15/2020
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REVISIONS
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ME
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20
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Project Number
07/15/2020
EL P
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CR
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AL J
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TIC
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100%CONSTRUCTIONDOCUMENTS
LIGHTINGDEMOLITIONPLAN
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1/8" = 1'-0"1 LIGHTING -DEMOLITION
GENERAL NOTES - DEMOLITION
1 ALL ELECTRICAL DEVICES AND LIGHT FIXTURESSHOWN DASHED AND TAGGED "(R)" ARE TO BEDISCONNECTED AND REMOVED, INCLUDING ALLASSOCIATED CONDUIT AND CONDUCTORS BACKTO THE SOURCE OR LAST DEVICE TO REMAINACTIVE. MAINTAIN CONTINUITY FOR EXISTINGDEVICES TO REMAIN.
2 EXISTING DEVICE AND LIGHT FIXTUREQUANTITIES AND LOCATIONS WERE TAKENFROM EXISTING DRAWINGS AND SITEOBSERVATIONS. CONTRACTOR SHALL FIELDVERIFY ALL DEVICES AND CIRCUITING.
3 WHEN REMODELING WORK INTERFERES WITHCIRCUITS THAT WOULD OTHERWISE BEUNTOUCHED, CONTRACTOR SHALL REWORKCIRCUITS AS REQUIRED.
KEY NOTES
7/15/2020
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H
I
1.5
D
E
F
OFFICE
H025
OFFICE
H022
OFFICE
H021
OFFICE
H020
TOILET
H024
BREAK ROOM
H023
COMMONELECT
H017
HOLDING
H036
COMMANDSTAFF LKR RM
H037A
FEMALELOCKER RM
H013A
FEMALES
H013
MALES
H014
MALELOCKER RM
H014A
COURT ROOM
H035
ACA
H028
RECEPTION
H001
OFFICE
H002
OFFICE
H003
OFFICE
H004
OFFICE
H005
OFFICE
H006
STORAGE
H007
OFFICE
H008
CONFERENCEROOM
H009
COMPUTERROOM
H010
TELEPHONEROOM
H011
BREAK ROOM
H012
STORAGE
H027
STORAGE
H029
MAIL ROOM
H030
OFFICE
H031
CORRIDOR
H000
OFFICE
I038
OFFICE
I039
ELECTRICALROOM
I040
TELECOMROOM
I041
MENS TOILET
I042
WOMENSTOILET
I043
WOMENS
I003
MENS
I002
VESTIBULE
H037
LOBBY
I001
VESTIBULE
I000
LOBBY
I000A
SECURITYOFFICE
I001A
CELL 1
I011
CELL 2
I012
CELL 3
I013
CELL 4
I014
CELL 5
I015
CELL 6
I016
CELL 7
I017
CELL 8
I018
CELL 9
I019
JANITORS
I020
MEDICALINTERVIEW
I021
MEDICALINTERVIEW
I022
JANITORS
I023
INTOX
I024
INTOX
I025
SALLYPORT
I026
INMATEWAITING
I010
INTEERVIEW
I027
INTERVIEW
I028
INTAKE LOBBY
I029
INTERVIEW
I030
INTERVIEW
I031
INTAKE
I037
STORAGE
I033
BRIEFING
I034
BREAK ROOM
I035
TOILET
I036
MENSPROCESS
I008
WOMENSPROCESS
I009
INTERVIEW
I046
INTERVIEW
I047INMATEWAITING
I044Room
I049
JUDGESCHAMBER
H034
CLERK
H032
TOILET
H033
SALLYPORT
I053
OFFICE
I007
CITY ID
I045
SALLYPORT
I004
VEST
I004A
CORRIDOR
H036A
(E)
L1C
ELC
L1C3
ELC2
(E)
(E)
(E)
(E)
L1C-12
L1C-56
L1C-58
E5
E3 E2
E1
E1
E1
(N)
(N)
(N)
(N)
(N) (N)(N)(N)
(N)
(N)
(N)
(N)
(N)
L1C3-11
E4
1
EF
2
EF
L1C3-12
E7
(E)(E)
(E) (E)
(E)
(E)
(E) (E)
(E)
(E) (E)
(E)
(E)
(E)
(E)
(E) (E)
(E)
(E)
(N)
(N)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E) (E)
(E)
(E)
(E)
(E)(E)(E)
(E)
(E)
(E)
(E)
(E)(E)(E)
(E)
(E)
(E) (E)
(E)
(E)
(TYP. OF 3)
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5/2
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1:4
9:2
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20
20.r
vt
Project Number
07/15/2020
EL P
AS
O C
OU
NT
Y -
CR
IMIN
AL J
US
TIC
E C
EN
TE
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100%CONSTRUCTIONDOCUMENTS
ELECTRICALFLOOR PLAN
E1.1
2739 E
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1/8" = 1'-0"1 POWER -NEW WORK
GENERAL NOTES - POWER
1 ELECTRICAL CONTRACTOR SHALL COORDINATEEXACT LOCATION OF ALL MECHANICAL ANDPLUMBING EQUIPMENT WITH MECHANICAL ANDPLUMBING CONTRACTORS. REFER TOMECHANICAL AND PLUMBING EQUIPMENTSCHEDULES FOR ALL ELECTRICALCONNECTIONS.
2 ALL EXPOSED CONDUIT SHALL BE ROUTEDPERPENDICULAR, PARALLEL, AND TIGHT TOCOLUMNS AND BEAMS. ALL EXPOSED CONDUITROUTING SHALL BE COORDINATED WITHENGINEER AND ARCHITECT PRIOR TOINSTALLATION. NO ADDITIONAL COST TOOWNER WILL BE ALLOWED FOR RELOCATINGCONDUIT DUE TO THE LACK OF COORDINATIONWITH ARCHITECT.
3 ALL BACK BOXES SHALL BE FLUSH MOUNTEDUNLESS OTHERWISE NOTED. ALL VERTICALSECTIONS OF CONDUIT SHALL BE CONCEALED.CONTRACTOR SHALL COORDINATEINSTALLATION OF CONDUIT AND BACK BOXES INCONCRETE, MASONARY AND GYP. WALLS.
4 COORDINATE ALL FLOOR BOX LOCATIONS WITHARCHITECT AND LOW VOLTAGE CONTRACTORPRIOR TO INSTALLATION.
5 PROVIDE TAMPER RESISTANT RECEPTACLES INAPPLICABLE LOCATIONS AS DEFINED IN NFPA 70(2017) ARTICLE 406.12.
KEY NOTES
E1 ROUGH-IN FOR CARD READER. COORDINATEHEIGHT WITH ARCHITECT PRIOR TO ROUGH-IN.
E2 NEW REMOTE DOOR RELEASE BUTTON.
E3 NEW DURESS BUTTON, EXTEND ANDCONNECT TO EXISTING DURESS SYSTEM.COORDINATE EXACT CONNECTIONREQUIREMENTS WITH EXISTING SYSTEM.
E4 POWER CONNECTION TO DOOR HARDWARE.
E5 PROVIDE NEW POWER POLE WITH (2) DUPLEXOUTLETS.
E7 EXISTING ANNUCIATOR PANEL TO BERELOCATED TO OTHER SIDE OF PANEL.
7/15/2020
REF.
3
3
3
3
2 3 4 5 6 7 8 9
10
9.48.98.2
G
H
I
1.5
D
E
F
OFFICE
H025
OFFICE
H022
OFFICE
H021
OFFICE
H020
TOILET
H024
BREAK ROOM
H023
COMMONELECT
H017
HOLDING
H036
COMMANDSTAFF LKR RM
H037A
FEMALELOCKER RM
H013A
FEMALES
H013
MALES
H014
MALELOCKER RM
H014A
COURT ROOM
H035
ACA
H028
RECEPTION
H001
OFFICE
H002
OFFICE
H003
OFFICE
H004
OFFICE
H005
OFFICE
H006
STORAGE
H007
OFFICE
H008
CONFERENCEROOM
H009
COMPUTERROOM
H010
TELEPHONEROOM
H011
BREAK ROOM
H012
STORAGE
H027
STORAGE
H029
MAIL ROOM
H030
OFFICE
H031
CORRIDOR
H000
OFFICE
I038
OFFICE
I039
ELECTRICALROOM
I040
TELECOMROOM
I041
MENS TOILET
I042
WOMENSTOILET
I043
WOMENS
I003
MENS
I002
VESTIBULE
H037
LOBBY
I001
VESTIBULE
I000
LOBBY
I000A
SECURITYOFFICE
I001A
CELL 1
I011
CELL 2
I012
CELL 3
I013
CELL 4
I014
CELL 5
I015
CELL 6
I016
CELL 7
I017
CELL 8
I018
CELL 9
I019
JANITORS
I020
MEDICALINTERVIEW
I021
MEDICALINTERVIEW
I022
JANITORS
I023
INTOX
I024
INTOX
I025
SALLYPORT
I026
INMATEWAITING
I010
INTEERVIEW
I027
INTERVIEW
I028
INTAKE LOBBY
I029
INTERVIEW
I030
INTERVIEW
I031
INTAKE
I037
STORAGE
I033
BRIEFING
I034
BREAK ROOM
I035
TOILET
I036
MENSPROCESS
I008
WOMENSPROCESS
I009
INTERVIEW
I046
INTERVIEW
I047INMATEWAITING
I044Room
I049
JUDGESCHAMBER
H034
CLERK
H032
TOILET
H033
SALLYPORT
I053
OFFICE
I007
CITY ID
I045
SALLYPORT
I004
VEST
I004A
CORRIDOR
H036A
A A
A
AEM
A A
A
AEM
A
A
AEM
A
A
A
A
AEM
A
A
AEM
A
AEM
AEMA A
A
A
L2
L2
B
B
C C
C1 C
L1
L1
L1 L1
L1L1
L3
L3L3
L3
L3
L3
L3
(E)(E)
(E)(E)
(E)
(E)
(E) (E)
(E)
(E)
(E)
(E)
(E)
(E) (E)
(E)
(E)
(E)
(E)
(E)
(E)
L4
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REVISIONS
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20
20.r
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Project Number
07/15/2020
EL P
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OU
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100%CONSTRUCTIONDOCUMENTS
LIGHTING PLAN
E2.1
2739 E
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1/8" = 1'-0"1 LIGHTING -NEW WORK
GENERAL NOTES - LIGHTING
1 REFER TO SHEET E6.2 FOR LIGHT FIXTURESCHEDULE.
2 REFER TO ARCHITECTURAL REFLECTED CEILINGPLANS FOR ALL FIXTURE LOCATIONS WITHIN ACEILING OR CEILING GRID. FOR AREAS WITHOUTCEILINGS, FIXTURE LOCATIONS AREDIAGRAMMATIC. THE INTENT IS TO ALIGN,CENTER, OR SPACE FIXTURES BETWEENARCHITECTURAL AND STRUCTURAL ELEMENTS.
3 ALL SURFACE MOUNTED CONDUIT SHALL BEROUTED PERPENDICULAR AND PARALLEL TOBEAMS AND COLUMNS. ALL CONDUIT ROUTINGSHALL BE COORDINATED WITH THE ARCHITECTPRIOR TO INSTALLATION AND INSTALLED IN ANEAT AND CONSISTENT MANNER. ALL SURFACEMOUNTED CONDUIT WHERE EXPOSED TOPUBLIC AREAS SHALL BE PAINTED. PAINT COLORTO BE DETERMINED BY THE ARCHITECT.
4 ELECTRICAL CONTRACTOR SHALL FIELD VERIFYEXACT FIXTURE LENGTHS FOR ALL CONTINUOUSLINEAR FIXTURES. FOR COVES, PROVIDECONTINUOUS ILLUMINATION WITH 6" MAXIMUMDISTANCE BETWEEN END OF FIXTURE ANDWALL.
5 ELECTRICAL CONTRACTOR TO COORDINATEWITH MECHANICAL CONTRACTOR FORPLACEMENT OF FIXTURES WITHIN MECHANICALROOMS.
6 PROVIDE AN UN-SWITCHED, AND NOT RELAYCONTROLLED, HOT CONDUCTOR TO EACH EXITSIGN AND EMERGENCY BATTERY PACK.
7 COORDINATE EXACT LOCATIONS ANDQUANTITIES OF OCCUPANCY SENSORS WITHMANUFACTURERS RECOMMENDATIONS FORCOVERAGE AND REQUIRED DISTANCES FROMHVAC DIFFUSERS.
8 DOCUMENTATION PER 408.3.2 2015 IECC WILL BEPROVIDED.
KEY NOTES
L1 DIRECTLY REPLACE EXISTING FIXTURE WITHNEW. RECONNECT TO EXISTING LIGHTINGCIRCUIT AND CONTROLS.
L2 CONNECT NEW SWITCHES TO EXISTING LIGHTFIXTURES.
L3 CONNECT FIXTURE TO EXISTING EMERGENCYCIRCUIT EHC-3. LOAD ON CIRCUIT INCREASEDBY 230 VA. PROVIDE A UL-824 PLENUM RATEDDIMMING EMERGENCY LIGHTING CONTROLUNIT(S) AS REQUIRED (WATTSTOPPERELCU-200 OR EQUAL) AND SWITCH WITHNORMAL LIGHTS SERVING AREA.
L4 CONNECT TO EXISTING LIGHTING CIRCUITSERVING AREA. TOTAL LOAD ON CIRCUITREDUCED BY 972 VA.
7/15/2020
EXISTING UTILITY TRANSFORMER
TO UTILITY
SPD
100A3P1
4000A/3P
1200A3P2
H1C H1D
2000A/3P
2000A208/120V, 3PH, 4WEXISTING
4000A MCB480Y/277V, 3PH, 4WEXISTING
G
G
N
(E) 3/0 GND
PROVIDE CONCRETE PAD
10 SETS - 4#600 KCMIL, 4"C
METERING CT'S AND VT'S LOCATED IN SECONDARY COMPARTMENT OF PAD MOUNTED TRANSFORMER
L1C
45KVA480-208/120V
L1D
30KVA480-208/120V
60AF60AS
125AF200AS
125AF200AS
ONLY PART OF SWITCHBOARD IS SHOWN
ONLY PART OF SWITCHBOARD IS SHOWN
(4-250 KCMIL) 2-1/2"C
(4#1) 1-1/2"C(4#4) 1-1/4"C
(4#1/0,1#6G) 2"C
(3#3,1#6G) 1-1/2"C
(4#2,1#8G) 1-1/4"C
4 SETS - 3#350 KCMIL, 1#4/0G, 3-1/2"C
L1C3
100A3P250A3P
100A3P
REVISED LOADS ON EXISTING PANELS
GENERAL NOTES:
DOOR DETAIL INDICATES DOOR HANDLE OR CRASHBAR ON SECURED SIDE OF DOOR FOR REFERENCE ONLY. REFER TO DOOR HARDWARE DIVISION SPECIFICATIONS FOR ACTUAL HARDWARE INFORMATION.
LOCK POWER WILL VARY DEPENDING ON LOCK TYPE AND DOOR HARDWARE. REFER TO SECURITY SCHEDULES FOR COORDINATED POWER REQUIREMENTS. CONTRACTOR SHALL CROSS REFERENCE WITH OFFICIAL DOOR HARDWARE SCHEDULE/SPECIFICATIONS TO CONFIRM FINAL REQUIREMENTS.
1.
2.
DOOR MONITOR: PROVIDE FLUSH MOUNTED DOOR STATUSMONITOR.
DOOR MONITOR CONDUIT: PROVIDE 3/4"C. (19mm) FROM DOOR FRAME TO J-BOX.
READER/KEYPAD: PROVIDE 4"X4"X2-1/8" (1OOmmX100mmX54mm) BACK-BOX AND SINGLE GANG MUD RING MOUNTED ON NON-SECURED SIDE OF DOOR AT 42" AFF. (WITH READER)
READER/KEYPAD CONDUIT: PROVIDE 3/4"C. (19mm) TO J-BOX.
SECURITY J-BOX: PROVIDE 8"X8"X4" (200mmX200mmX100mm) J-BOX FLUSH MOUNTED ABOVE FINISHED ACCESSIBLE CEILING ON SECURED SIDE OF DOOR.
SECURITY J-BOX CONDUIT: PROVIDE 1"C. (25mm) TO NEAREST COMM ROOM OR CABLE TRAY, U.N.O. ON LEGEND.
LOCKING HARDWARE CONDUIT: PROVIDE 3/4"C. (19mm) FROM DOOR FRAME TO J-BOX. COORDINATE FRAME TIE-IN LOCATION WITH DOOR HARDWARE DIVISION.
ELECTRIC LOCKSET: ELECTRIFIED LOCK AND HINGE, SHOWN FOR REFERENCE ONLY. (REFER TO DOOR HARDWARE DIVISION FOR ADDITIONAL INFO.)
ELECTRIC STRIKE: ELECTRIFIED STRIKE, SHOWN FOR REFERENCE ONLY. (REFER TO DOOR HARDWARE DIVISION FOR ADDITIONAL INFO.)
ELECTROMAGNETIC LOCKS: SURFACE MOUNTED ELECTROMAGNETIC LOCK, SHOWN FOR REFERENCE ONLY. (REFER TO DOOR HARDWARE DIVISION FOR ADDITIONAL INFO.)
PIR MOTION REX: PROVIDE MOTION "REX" DEVICE CENTERED AND MOUNTED TO TOP OF DOOR FRAME. ROUTE CABLING INTO DOOR FRAME AND UP TO J-BOX.
PUSH BUTTON REX: WHERE APPLICABLE (PER DRAWINGS / SCHEDULES) PROVIDE PUSH BUTTON "REX" MOUNTED ON SECURED SIDE OF DOOR AT 42" AFF WITH 4"X4"X2-1/8" (100MMX100MMX54MM) BACK-BOX, SINGLE GANG FACEPLATE AND 3/4"C UP TO SECURITY J-BOX.
KEY NOTES:
1
2
3
4
5
6
7
8
9
CARD-IN WITH CONTACTS, FREE EXIT, PIR MOTION REX, PUSH BUTTON REX (WHERE APPLICABLE)
6
5
7
4
3
3
9
8
10
7
2
11
1
R
10
11
12
GENERAL NOTES:
FURNITURE AND/OR MILLWORK IS SHOWN HERE FOR REFERENCE ONLY. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND TO COORDINATE FINAL DEVICE PLACEMENT PRIOR TO INSTALLATION.
1.
DURESS BUTTON: PROVIDE SURFACE MOUNTED DURESS BUTTON UNDER FRONT EDGE OF COUNTER, DESK OR TABLE.
FLEXIBLE CONDUIT WHIP: PROVIDE 3/4" FLEXIBLE WHIP FROM DURESS BUTTON TO J-BOX LOCATED BELOW COUNTER, DESK OR TABLE.
DURESS BUTTON J-BOX: PROVIDE 4"X4"X2-1/8" (100mmX100mmX 54mm) BACK-BOX AND SINGLE GANG FACE PLATE FLUSH MOUNTED IN WALL BELOW COUNTER, DESK OR TABLE AT 24" AFF.
DURESS BUTTON CONDUIT: PROVIDE 3/4"C. (19mm) FROM J-BOX TO NEAREST ACCESSIBLE CEILING, CABLE TRAY, OR COMM ROOM.
KEY NOTES:
3
1
2
3
4
1
2
4
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REVISIONS
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20
20.r
vt
Project Number
07/15/2020
EL P
AS
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OU
NT
Y -
CR
IMIN
AL J
US
TIC
E C
EN
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100%CONSTRUCTIONDOCUMENTS
ELECTRICALONE-LINEDIAGRAM
E6.1
2739 E
. LA
S V
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NO
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NO SCALE1
EXISTING ONE-LINE DIAGRAM
NO SCALE2
CARD ACCESS - SINGLE DOOR
NO SCALE3
DURESS BUTTON - UNDER DESK OR TABLE
ALL EQUIPMENT, DEVICES AND FEEDERS SHOWN ARE EXISTING TO REMAIN UNLESS OTHERWISE NOTED.
7/15/2020
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REVISIONS
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Project Number
07/15/2020
EL P
AS
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OU
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Y -
CR
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TIC
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100%CONSTRUCTIONDOCUMENTS
ELECTRICALSCHEDULES
E6.2
2739 E
. LA
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0906
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TIO
N
7/15/2020
TOTAL LOAD 68.77 190.9
KITCHEN LOADS * 0%2. PROVIDE NEW BREAKER MATCH EXISTING.
(RECEPTACLE LOADS - 10KVA) * 50% -5.08 -14.11. REVISED LOAD ON CIRCUIT MADE SPARE.
LARGEST MOTOR LOAD * 25% 0.24 0.7NOTES:
LONG CONTINUOUS LOADS * 25% 0.75 2.1
TOTAL CONNECTED LOAD 72.86 202.2
KVA AMPS * ALL LOADS ARE EXISTING U.O.N.
OPTIONS:
199.6 192.1 215.5 AMPS
TOTAL CONNECTED PHASE LOAD 23952 23048 25860 VA
83 - - - 720 20A/1P R CLASSIFICATION & ID NORTH 84
81 - - - 720 20A/1P R CLASSIFICATION SOUTH 82
79 LIEBER AIR CONDITIONER EQ 100A/3P 720 20A/1P R INTAKE CUBICLE POWER POLE 80
77 - - - 2000 400 20A/1P EQ ELECTRIC RM FIBER OPTIC 78
75 - - - 2000 - - - 76
73 LEE TEMP CONDENSERS EQ 30A/3P 2000 - - - 74
71 SCANNER (ISLAND) EQ 20A/1P 800 20A/3P TVSS 72
69 REC - RMS 1009-1010 R 20A/1P 720 720 20A/1P R REC - INMATE CLASS 70
67 COMP. OUTLETS - ISLAND EQ 20A/1P 800 720 20A/1P R REC - INMATE CLASS 68
65 POWER POLE PRINTERS EQ 20A/1P 1000 720 20A/1P R REC - INMATE CLASS 66
63 LEE TEMP RECIEVER TANK EQ 20A/1P 800 720 20A/1P R REC - EAST INTAKE 64
61 LTG - CANS OVER PASS CTR LT 20A/1P 500 1000 20A/1P EQ POWER POLE - INTAKE PRINTER 62
59 HT TRACE EQ 20A/1P 500 1000 20A/1P EQ COFFEE - WEST INTAKE 60
57 P-4 M 20A/1P 696 200 20A/1P EQ KIOSK 58 2
55 HT TRACE EQ 20A/1P 500 720 20A/1P EQ REC - SECURITY OFFICE 56 2
53 REC R 20A/1P 720 1200 20A/1P EQ WASHER 54
51 RECEPT - FRONT OF CELLS R 20A/1P 720 360 20A/1P EQ TELE. 52
49 REC R 20A/1P 720 720 20A/1P R REC 50
47 COPIER EQ 20A/1P 1000 720 20A/1P R REC 48
45 REC - FLAG POLE SALLY PORT R 20A/1P 720 720 20A/1P R REC 46
43 REC R 20A/1P 720 720 20A/1P R REC 44
41 EXISTING LOAD EQ 20A/1P 1000 936 - - - 42
39 - - - 3300 936 - - - 40
37 - - - 4000 936 15A/3P EQ CONVEYOR 38
35 L1C3 P 100A/3P 3548 936 - - - 36
33 - - - 1000 936 - - - 34
31 DRYER EQ 20A/2P 1000 936 15A/3P EQ CONVEYOR 32
29 - - - 1000 1000 20A/1P EQ 4-PLUGS FOR FLOOR BUFF 30
27 COPIER EQ 20A/2P 1000 720 20A/1P R REC ADMIN 28
25 MICROWAVE EQ 20A/1P 1000 720 20A/1P R BREAK ROOM 26
23 COFFEE EQ 20A/1P 1000 720 20A/1P R REC ADMIN 24
21 REFRIGERATOR EQ 20A/1P 1000 720 20A/1P R REC ADMIN - CITY ID 22
19 VENDING EQ 20A/1P 1000 720 20A/1P R REC ADMIN - WOMEN RR 20
17 VENDING EQ 20A/1P 1000 720 20A/1P R REC ADMIN - MENS RR 18
15 VENDING EQ 20A/1P 1000 720 20A/1P R REC ADMIN 16
13 VENDING EQ 20A/1P 1000 720 20A/1P R REC ADMIN - COURT RM 14
11 VENDING EQ 20A/1P 1000 1000 20A/1P EQ X-RAY & METAL DETECTOR 12 1
9 VENDING EQ 20A/1P 1000 400 20A/1P EQ FIRE ANNUCIATION PANEL 10
7 LTG LT 20A/1P 500 720 20A/1P R REC ADMIN (ATM FRONT LOBBY) 8
5 LTG LT 20A/1P 500 720 20A/1P R REC ADMIN 6
3 LTG LT 20A/1P 500 720 20A/1P R REC ADMIN 4
1 LTG - ENTRY SOFFIT LT 20A/1P 500 360 20A/1P EQ QUAD - NEW PHONE BOARD 2
N # DESCRIPTION TYPE BRKR PHASE A PHASE B PHASE C BRKR TYPE DESCRIPTION # N
VA
RATING: 10K AIC 250A BUS
MOUNTING: SURFACE 250A MCB
LOCATION: ELEC RM I040 208Y/120V, 3PH-4W+GND
EPC CJC REMODEL L1C M-E ENGINEERS, INC.
7/15/2020
TOTAL LOAD 11.21 31.1
KITCHEN LOADS * 0%
(RECEPTACLE LOADS - 10KVA) * 50%1. PROVIDE NEW BREAKER, MATCH EXISTING.
LARGEST MOTOR LOAD * 25% 0.24 0.7NOTES:
LONG CONTINUOUS LOADS * 25% 0.13 0.3
TOTAL CONNECTED LOAD 10.85 30.1
KVA AMPS * ALL LOADS ARE EXISTING U.O.N.
OPTIONS:
33.3 27.5 29.6 AMPS
TOTAL CONNECTED PHASE LOAD 4000 3300 3548 VA
41 SPACE SPACE 42
39 SPACE SPACE 40
37 SPACE SPACE 38
35 SPACE SPACE 36
33 SPACE SPACE 34
31 SPACE SPACE 32
29 SPACE SPACE 30
27 SPACE SPACE 28
25 SPACE SPACE 26
23 SPACE SPACE 24
21 SPACE SPACE 22
19 SPACE SPACE 20
17 SPACE SPACE 18
15 SPACE SPACE 16
13 SPACE SPACE 14
1 11 LOBBY - DOOR HARDWARE EQ 20A/1P 600 948 20A/1P M LOCKER ROOM EF-1 & EF-2 12 1
9 LTG - TRACK LOBBY AREA LT 20A/1P 500 800 20A/1P EQ EXISTING LOAD 10
7 - - - 1000 1000 - - - 8
5 EXISTING LOAD EQ 20A/2P 1000 1000 20A/2P EQ EXISTING LOAD 6
3 - - - 1000 1000 - - - 4
1 EXISTING LOAD EQ 20A/2P 1000 1000 20A/2P EQ EXISTING LOAD 2
N # DESCRIPTION TYPE BRKR PHASE A PHASE B PHASE C BRKR TYPE DESCRIPTION # N
VA
RATING: 10K AIC 100A BUS
MOUNTING: SURFACE MLO
LOCATION: ELEC RM I040 208Y/120V, 3PH-4W+GND
EPC CJC REMODEL L1C3 M-E ENGINEERS, INC.
(EXISTING PANEL) (EXISTING PANEL)
TOTAL LOAD ADDED TO PANEL IS 1824 VA (5.1 AMPS AT 208V-3P)
TOTAL LOAD REMOVED FROM PANEL IS 1224 VA (3.4 AMPS AT 208V-3P)
LIGHTING FIXTURE SCHEDULEFIXTURE
TYPE MANUFACTURER SERIES
LAMP INFORMATION INPUT
WATTS VOLTAGE MOUNTING DESCRIPTIONTYPE
A COLUMBIALITHONIAMETALUX
LJT24GTL24
24GRLED
LED3500K
34 VA 277 V RECESSED - 2X4 LED TROFFER- MINIMUM 4,000 LUMENS OUTPUT- #12 PATTERN ACRYLIC LENS- FLUSH WHITE STEEL DOOR
AEM COLUMBIALITHONIAMETALUX
LJT24GTL24
24GRLED
LED3500K
34 VA 277 V RECESSED - SAME AS TYPE 'A' EXCEPT ON EMERGENCY GENERATOR CIRCUIT
B PRESCOLITEHALO
LITHONIA
LFS6SLPD6
LDN6
LED3500K
16 VA 277 V RECESSED - 6" LED OPEN DOWNLIGHT- SEMI-DIFFUSE CLEAR ALZAK REFLECTOR- 1500 LUMEN MODULE- 0-10V DIMMING DRIVER
C COLUMBIALITHONIAMETALUX
LCL4SNLED
ZL1N
LED3500K
42 VA 277 V MOUNTED IN COVE - 4' LENGTH LED STRIPLIGHT- MEDIUM LUMEN OUTPUT (~5300 LUMENS)- FIXED OUTPUT DRIVE- MOUNTED IN EXISTING COVE
C1 COLUMBIALITHONIAMETALUX
LCL4SNLED
ZL1N
LED3500K
21 VA 277 V MOUNTED IN COVE - SAME AS TYPE 'C' EXCEPT 2' IN LENGTH
-1.7 KW
LOAD ON SERVICE WAS REDUCED BY -4.7 AMPS
LOAD ADDED BY NEW WORK + 2.2 AMPS
LOAD TO BE REMOVED BY DEMO WORK: - 6.9 AMPS
LOAD CALCULATION FOR EXISTING SERVICE 480Y/277V, 3 PHASE, 4 WIRE, 4000A SERVICE
7/15/2020