654-20-117 Mental Health EOC_Part4.pdf
PDF 10 MB Posted
- Attached to
- Y1DA--Mental Health EOC Compliance Federal contract opportunity
- Solicitation number
- 36C26121R0072
About this file
This solicitation is for compliance with mental health emergency operations center and inpatient door frame requirements. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 21 is seeking proposals for Project 654-20-141 Inpatient Mental Health EOC Compliance and 654-17-713 Inpatient Mental Health Door frames and doors. The solicitation number is 36C26121R0072 and is titled "Y1DA--Mental Health EOC Compliance." The opportunity type is a solicitation. The description provided indicates the project involves compliance with an inpatient mental health emergency operations center as well as inpatient door frames and doors. No other details are included regarding response dates, pricing terms, set asides, incumbents or other salient information.
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Text version
F
7.6
G
2 2 2
2 2
1 1 1
SUN DECK
B6188
TELE
B6184C
DINING
5C133A
CORRIDOR
B6C02
F
7.6
G
4 4 4
4 4
3 3 3
SUN DECK
B6188
TELE
B6184C
DINING
5C133A
CORRIDOR
B6C02
N
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
GENERAL NOTES
KEY PLAN
KEYNOTES
TRIPLE C - The A/E Group
1345 CAPITAL BLVD. SUITE A
RENO, NA 89502
MAT PERKINS
520-481-8548
/12
/20
B
IM
/6
-2
-1
I n p a ti e n t M e n ta l H e a lt h E
O C
C o m p lia n c e R e n o v a ti o n s /6
-2
-1
.1
.M
E P
F .r v t
/1
/2
:2
:0
P
M
FX106
FIRE PROTECTION PLAN - LEVEL 6 - DEMOLITION
AND NEW
654-20-117
02/12/2021 M. PERKINS G. WEAVER
BID DOCUMENT
SUBMITTAL
INPATIENT MENTAL HEALTH EOC
COMPLIANCE RENOVATIONS
975 KIRMAN AVENUE RENO, NV 89502-0993
FIRE SPRINKLER NOTES
CONTRACTOR SHALL PROVIDE THE FOLLOWING PRIOR TO COMMENCEMENT
OF WORK FOR REVIEW AND APPROVAL:
A. SHOP DRAWING IDENTIFYING MAIN PIPE SIZES AND LOCATIONS,
LOCATION OF PIPE BRACING, HANGERS AND SPRINKLER HEADS AND
DETAILS
B. CUT SHEETS AND SUBMITTAL FOR ALL PIPING, FITTINGS, SPRINKLER
HEADS, HANGERS AND SUPPORT ATTACHMENTS .
C. HYDRAULIC CALCULATIONS FOR THE MODIFIED CONFIGURATION.
A. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION WHERE FEASIBLE.
ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED. CONTRACTOR SHALL FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION OF THE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR
REMOVED. CONTRACTOR TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER
SIGNIFICANTLY FROM THE CONSTRUCTION DOCUMENTS.
B. CONTRACTOR TO ENSURE ALL SERVICE INTERRUPTIONS ARE COORDINATED WITH THE COR 30 DAYS
IN ADVANCE AND A PRE-CUTOVER MEETING IS TO OCCUR 2 DAYS PRIOR TO INTERRUPTION.
C. A DETAILED SCHEDULE, INCLUDING PROJECTED SERVICE INTERRUPTION DATES WITH DURATIONS, AND DETAILED PHASING PLAN IS TO BE PROVIDED TO THE COR PRIOR TO THE START OF WORK. THIS
SUBMITTAL MUST BE ACCEPTED BY THE COR PRIOR TO THE START OF WORK.
D. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONAL DATA, CEILING HEIGHTS, AND
SQUARE FOOTAGE.
E. CONTRACTOR SHALL COORDINATE ALL WORK WITH BUILDING OWNER AND OTHER TRADES PRIOR TO
CONSTRUCTION.
F. ALL PIPING TO BE ROUTED WITHIN CEILING SPACE OR CONCEALED IN FURRED CHASES UNLESS
NOTED OTHERWISE.
G. ALL AREAS ARE DESIGNED AS LIGHT HAZARD OCCUPANCY UNLESS NOTED OTHERWISE ON PLAN.
H. ALL SPRINKLERS SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2019 NFPA 13.
I. ALL MATERIALS, DEVICES, HANGERS AND SUPPORTS SHALL BE NEW AND UL LISTED FOR USE IN FIRE
PROTECTION SYSTEMS.
J. ALL NEW SPRINKLERS SHALL BE PROVIDED WITH NEW ESCUTCHEONS TO MATCH EXISTING BUILDING
STANDARDS.
K. INSTALL QUICK RESPONSE SPRINKLERS (QRS) IN ALL AREAS, EXCEPT WHERE SPECIFICALLY
PROHIBITED AS DEFINED BY NFPA 13.
L. PIPING TO BE SCHEDULE 40 BLACK STEEL WITH CAST IRON FITTINGS.
M. ALL WELDING TO BE DONE IN SHOP BY CERTIFIED WELDERS.
N. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO COMPLETE THIS
PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND RETURN TO MATCH EXISTING
CONDITIONS AND FINISHES.
O. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT CONNECTIONS BETWEEN ALL
DISSIMILAR METALS.
P. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED WALLS AND
ASSEMBLIES INDICATED ON PLANS IN WORK AREA. PROVIDE ALL PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY
MEANS OF U.L. APPROVED FIRE PROOF CAULKING MATERIAL.
Q. ALL NEW PIPES TO BE CLEANED AND TESTED PRIOR TO COMMISSIONING.
R. PROVIDE ACCESS PANELS IN INACCESSIBLE CEILINGS AND/OR CHASES FOR ALL VALVES. ACCESS
PANELS SHALL BE INSTALLED UNDER THE ARCHITECTURAL SPECIFICATIONS. ACCESS PANEL RATING
SHALL MATCH CLASSIFICATION OF WALL AND CEILING FIRE RATING.
S. IT IS CRITICAL THAT THE CONTRACTOR PERFORM A COMPLETE REVIEW OF ALL SUBMITTALS PRIOR TO SUBMISSION TO THE AE/COR. INCOMPLETE, INCORRECT AND UNCLEAR SUBMITTALS WILL BE REJECTED AND MARKED AS "REVISE AND RESUBMIT". ALL SUBMITTALS MUST CLEARLY INDICATE THE
EQUIPMENT SELECTIONS FOR THE PROJECT. TECHNICAL DRAWINGS OF COMPLETE ASSEMBLIES,
REFLECTING ACCURATE PROJECT CONDITIONS, SHALL BE SUBMITTED WITH EQUIPMENT
SELECTIONS TO ENSURE SPACE ALLOWANCES ARE REFLECTED IN THE ACTUAL SPACE AVAILABLE.
WHERE SIZE DEVIATIONS DIFFER FROM THE BASIS OF DESIGN, CONTRACTOR SHALL HIGHLIGHT THE
DIFFERENCES FOR AE/COR REVIEW WITHIN THE SUBMITTAL. CONTRACTOR SHALL PROVIDE
INSTALLATION ROUTE AND VERIFICATION THAT ACCESS POINTS, PLACEMENT ROUTE, SUPPORTS, AND REQUIRED EQUIPMENT CLEARANCES ARE IDENTIFIED ON THE ROUTE DRAWING. SAFETY
PROTOCOLS FOR SUBJECT STATION SHALL BE REFLECTED ON EQUIPMENT CLEARANCES.
PLATFORMS AND INTERFACE AREAS (FILTER, GAUGES, MONITORS, VALVES, ETC.) SHALL HAVE
PROPER CLEARANCE AS DEFINED BY THE MANUFACTURER, VA SAFETY PERSONNEL AND SERVICE
PERSONNEL. ACCESS POINTS OF USE SHALL BE CLEARLY IDENTIFIED ON THE DRAWINGS.
SCALE: 1/4" = 1'-0"
D6
FIRE PROTECTION REFLECTED
CEILING PLAN - LEVEL 6 -
DEMOLITION
SCALE: 1/4" = 1'-0"
F6
FIRE PROTECTION REFLECTED
CEILING PLAN - LEVEL 6 - NEW
1. REMOVE EXISTING PENDENT FIRE SPRINKLER HEAD.
2. REMOVE EXISTING SIDEWALL FIRE SPRINKLER HEAD.
3. INSTALL NEW INSTITUTIONAL STYLE PENDENT SPRINKLER HEAD, SEE SPRINKLER HEAD LEGEND FOR
ADDITIONAL INFORMATION.
4. INSTALL NEW INSTITUTIONAL STYLE SIDEWALL SPRINKLER HEAD, SEE SPRINKLER HEAD LEGEND FOR
ADDITIONAL INFORMATION.
SYM. TYPE ORIFICE TEMP "K" DEMO QUANTITY
PENDANT
MAKE & MODEL
TYCO TY3281 1/2" 165F 5.6
NEW QUANTITY
HEADS ADDED/REMOVED
FROM SYSTEM
QUICK RESPONSE
YES
SIDEWALL YESTYCO TY3381 1/2" 165F 5.6
3 3 -
SPRINKLER HEAD LEGEND
6 6 -
BASIS OF DESIGN:
Revisions: Date:
DN DOWN
WC WATER CLOSET
FLUSH VALVEFV
YH YARD HYDRANT
TD TRENCH DRAIN
FOV
FOR
FOS
FUEL OIL VENT
FUEL OIL RETURN
FUEL OIL SUPPLY
ES
EEW
EMERGENCY SHOWER
EMERGENCY EYEWASH
CWV COMBINATION WASTE AND VENT
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
ACID NEUTRALIZING TANK
ACID RESISTANT VENT THROUGH ROOF
BALANCING COCK
BOTTOM OF PIPE
BRITISH THERMAL UNIT
BTU PER HOUR
CLOTHES WASHER BOX
CUBIC FEET PER HOUR
CLEANOUT
CLEANOUT TO GRADE
CIRCULATION PUMP
DOUBLE CLEANOUT
DRINKING FOUNTAIN
ELEVATION
ELECTRIC WATER HEATER
ELECTRIC WATER COOLER
DEGREES FAHRENHEIT
FLOOR CLEANOUT
FINISHED FLOOR ELEVATION
FEET
GUTTER DRAIN
GREASE INTERCEPTOR
GALLONS PER HOUR
GALLONS PER MINUTE
GAS WATER HEATER
HORSEPOWER
HEAD
INCHES
INVERT
KILOWATT
1,000 BTUH
MIXING VALVE
NOT APPLICABLE
NOT IN CONTRACT
NUMBER
NORMALLY CLOSED
NORMALLY OPEN
OUTSIDE SCREW AND YOKE
PHASE
POUNDS PER SQUARE INCH GAUGE
STATIC PRESSURE
TYPICAL
YARD BOX
WALL CLEANOUT
AFF
AFG
ANT
AVTR
B.C.
BOP
BTU
BTUH
CWB
CFH
CO
COTG
CP
DCO
DF
EL
EWH
EWC
°F
FCO
FFE
FT
GD
GI
GPH
GPM
GWH
HP
HD
IN
INV
kW MBh
MV
NA
NIC
No. #
N.C.
N.O.
OS&Y
Ph
PSIG
SP
TYP
YB
WCO
DOUBLE CLEANOUT TO GRADEDCOTG
ESEW EMERGENCY SHOWER EYE WASH
POWERS OF HARDNESS
PH
HOSE BIBBHB
DS DOWNSPOUT
DSN DOWNSPOUT NOZZLE
PLUMBING SYMBOL LEGEND
NOTE: NOT ALL ABBREVIATIONS OR SYMBOLS APPLY TO THIS PROJECT
ABBREVIATIONS
A
PENETRATION
TEST PLUG (PRESS/TEMP)
(WH) (HB)
RD/OD/DD
DCOTG
FCO/COTG
FS/FD/AD
VTR
ROOF DRAIN/OVERFLOW DRAIN/DECK DRAIN
TWO WAY OR DOUBLE CLEANOUT TO GRADE
FLOOR CLEANOUT/CLEANOUT TO GRADE
FLOOR SINK , FLOOR DRAIN , AREA DRAIN
WATER HAMMER ARREST0R
FITTING (PETE'S PLUG)
POINT OF CONNECTION TO EXISTING
AQUASTAT
PRESSURE GAUGE AND GAUGE COCK
THERMOMETER
STRAINER WITH BLOWDOWN VALVE & HOSE BIBB
NEW PIPE CONNECTION TO EXISTING PIPING
EXISTING PIPE TO BE REMOVED
EXISTING PIPING TO REMAIN
NEW PIPING
FLEXIBLE CONNECTION
UNIVERSAL TEMPERATURE-PRESSURE
ORIFICE UNION
FLANGED UNION
UNION
RISE IN PIPE
DROP IN PIPE
CAPPED OUTLET
SIDE CONNECTION
BOTTOM CONNECTION, 45° OR 90°
TOP CONNECTION, 45° OR 90°
ECCENTRIC REDUCER
REDUCER OR INCREASER
PIPE GUIDE
DIRECTION OF FLOW
X X X X X
MAV MANUAL AIR VENT (MAV)
AAV AUTOMATIC AIR VENT (AAV)
TRAP PRIMER WITH ACCESS PANELTP
SLOPE OF PIPE
VENT THROUGH ROOF
AG AIR GAP FITTING
WALL HYDRANT, HOSE BIBB
KEYED NOTE
OR
SCHEMATIC SYMBOLS
ABBREVIATIONSYMBOL DESCRIPTION
XX
255' OF 6" @ 0.15%SLOPE
SLOPE AND LINEAL FOOTAGE
F.D.C.FIRE DEPARTMENT INLET CONNECTION F.D.C.
SAS SASSANITARY MANHOLE
M.H. M.H.(E)
GM
WM
REDUCED PRESSURE BACKFLOW PREVENTER
STORM DRAIN
IRRIGATION
F.H.(E)F.H.
LP
PP
C.O.(E)C.O.
LIGHT POLE
FENCING
POWER POLE
CLEANOUT
THRUST BLOCK
CONSTRUCTION
FIRE HYDRANT
VALVE WITH VALVE BOX
NATURAL GAS
FIRE PROTECTION
COLD WATER SUPPLY
SANITARY SEWER
SASSAS
WATER METER
NATURAL GAS METER
GATE VALVE
VALVE IN RISER
WM
GM
LP
PP
POST INDICATOR VALVE
PIV
PIV
W
F
SD
G
IRR
S EX. S
EX. W
EX. F
EX. G
EX. SD
EX. IRR
EXISTINGNEWDESCRIPTION
SITE UTILITY SYMBOLS
CARBON DIOXIDECO2
H
HE
AC
AR
CDA
LOX
LN
DV
DA
WAGD
IA
MV
O
NO
N
MA
DENTAL VACUUM
WASTE ANESTHESIA GAS DISPOSAL
INSTRUMENT AIR
DENTAL AIR
EXISTING PIPING
LIQUID NITROGEN
LIQUID OXYGEN
HYDROGEN
HELIUM
ACETYLENE
ARGON
COMPRESSED DRY AIR
ALARM PANEL (IN WALL)
MEDICAL VALVE BOX
MEDICAL GAS DROP
MEDICAL VACUUM
OXYGEN
NITROUS OXIDE
NITROGEN
MEDICAL AIR
O OXYGEN
CDA
CO2
AR
AC
HE
H
LN
LOX
MA
N
NO
O
MV
IA
WAGD
DA
DV
O
SYMBOL ABBREVIATION DESCRIPTION
DESCRIPTIONABBREVIATIONSYMBOL
PROCESS GASES
MEDICAL GAS SYMBOLS
S
VACUUM BREAKER
ATMOSPHERIC VACUUM BREAKER
PRESSURE STYLE
FLOW SWITCH
SOLENOID VALVE
FUEL GAS PRESSURE REGULATOR
DIAPHRAGM (PROCESS SYSTEMS)
OS&Y VALVE
GATE VALVE
GLOBE VALVE
BUTTERFLY VALVE
BALL VALVE
CHECK VALVE
PLUG VALVE
WATER PRESSURE REDUCING VALVE
PRESSURE RELIEF VALVE
TEMPERATURE AND PRESSURE RELIEF VALVE
2-WAY CONTROL VALVE
3-WAY MODULATING CONTROL VALVE
VALVE IN VERTICAL
REDUCED PRESSURE BACKFLOW PREVENTER (RPBP)
DRAIN VALVE
BALANCING VALVE/CIRCUIT SETTER MEASURING DEVICE
OR OR
OR
OR
DESCRIPTIONSYMBOL
VALVE SYMBOLS
P##
DRAWING NUMBER WHERE DETAILED
SECTION LETTER
DRAWING NUMBER WHERE DETAILED
DETAIL NUMBER
DRAWING NUMBER WHERE DETAILED
SECTION LETTER
DRAWING NUMBER WHERE DETAILED
DETAIL NUMBER
DRAWING NUMBER WHERE DETAILED
ELEVATION LETTER
LETTER REFER TO EQUIPMENT TYPE
NUMBER REFERS TO SPECIFIC EQUIPMENT
SYMBOL INDICATES FIXTURE/EQUIPMENT
IDENTIFIED IN EQUIPMENT SCHEDULE
SECTION SYMBOL
DETAIL SYMBOL
SECTION, ELEVATION, AND DETAIL TITLES
FIXTURE & EQUIPMENT SYMBOL
P-100
A
P-500
P-200
A
P-500
P-300
A
SCALE
ELEVATION
SCALE
DETAIL
SCALE
SECTION
IRR
INDIRECT WASTEIW
TW
TWR
SAN
V
DHWR
DCW
DHW
LA
IA
INW
IHWR
IHW
ICW
PD
SCW
IRR
NGH
NGM
G
LPG
ORD
RD
DIR
DIS
NPW
MU
ROR
ROS
CD
CA
AW
AV
PUMPED DISCHARGE LINE
IRRIGATION
SOFT COLD WATER
TEMPERED WATER (TEMP °F)
TEMPERED WATER RETURN (TEMP °F)
NATURAL GAS-HIGH PRESSURE
NATURAL GAS-MEDIUM PRESSURE
LAB COMPRESSED AIR
INSTRUMENT COMPRESSED AIR
INDUSTRIAL WASTE
REVERSE OSMOSIS RETURN
INDUSTRIAL HOT WATER RETURN
INDUSTRIAL HOT WATER
INDUSTRIAL COLD WATER
NATURAL GAS-LOW PRESSURE
LIQUIFIED PETROLEUM GAS
OVERFLOW ROOF DRAIN
STORM/ROOF DRAIN
SANITARY SEWER
DEIONIZED WATER RETURN
DEIONIZED WATER SUPPLY
VENT
NON-POTABLE WATER
MAKE-UP WATER
REVERSE OSMOSIS SUPPLY
140° DOMESTIC HOT WATER
140° DOMESTIC HOT WATER RETURN
DOMESTIC HOT WATER RETURN
DOMESTIC HOT WATER
DOMESTIC COLD WATER
CONDENSATE DRAIN
COMPRESSED AIR
ACID WASTE
ACID VENT
SHW SOFT HOT WATER
SAN
AV
AW
CA
CD
ROS
ROR
NPW
V
DIS
DIR
RD
ORD
LPG
G
NGM
NGH
SCW
PD
INW
IA
IW
LA
SHW
GW GREASE WASTEGW
GV GREASE VENT
ABBREVIATIONSYMBOL DESCRIPTION
PIPING SYMBOLS
ICW
IHW
IHWR
TWR (_ _ _)
TW (_ _ _)
GV
DCW
DHW
DHWR
DHW 140ºF
DHWR 140ºF
MU
DHW 140ºF
DHWR 140ºF
POINT OF DISCONNECT TO EXISTING
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
TRIPLE C - The A/E Group
1345 CAPITAL BLVD. SUITE A
RENO, NA 89502
MAT PERKINS
520-481-8548
/12
/20
B
IM
/6
-2
-1
I n p a ti e n t M e n ta l H e a lt h E
O C
C o m p lia n c e R e n o v a ti o n s /6
-2
-1
.1
.M
E P
F .r v t
/1
/2
:2
:5
P
M
P-000
PLUMBING/FP ABBREVIATIONS
/SYMBOLS/GENERAL NOTES
654-20-117
02/12/2021 M. PERKINS G. WEAVER
BID DOCUMENT
SUBMITTAL
INPATIENT MENTAL HEALTH EOC
COMPLIANCE RENOVATIONS
975 KIRMAN AVENUE RENO, NV 89502-0993
7.6
9.4
G
4" V
3/4" HW
1 1/2" CW
4" SAN
2" V
1" HW
2" CW
1 1/4" HW
2 1/2" CW 1 1/4" HW
2 1/2" CW
3/4" HW
3/4" CW
2" V
4" SAN
4 4
1 1/2" V
2" V
3" V
3" SAN
4" SAN
3/4" HW
3/4" CW
2 1/2" CW
3/4" HWR
1 1/2" CW
3/4" HW
1 1/2" CW
3/4" HWR
2 1/2" CW
1 1/2" HW
2" CW
3/4" HWR
1 1/2" HW
1 1/4" D
2" CW
1 1/2" HW
1 1/2" CW
3/4" HW
4" SAN
2" V
2" V
4" V
4" V 4" V
4" V
4" V
4" SAN
4" SAN
4" SAN
4" V
3/4" HWR
1 1/2" HW
3/4" HWR
2 1/2" CW
2 1/2" CW
1 1/4" HW
3/4" HW
2" CW
1 1/2" CW
3/4" HW
3/4" CW
3/4" HW
3" SAN
3/4" CW
3/4" HW
4" V
4" SAN
4" SAN
4" V
2" V
4" V
4" V
1 1/2" V 4" V
4" V
2" V
3/4" HW
1 1/2" CW
1 1/2" CW
3/4" HW
3/4" CW
3/4" HWR
2" HW
3" CW
1 1/2" CW
3/4" HW
1 1/2" CW
3/4" HW
1 1/2" CW
3/4" HW
3/4" CW
3/4" CW
3/4" HW
3" CW
2" HW
3/4" HWR
F
7.6
9.4
G
RECIEVING
B6127
BATH
B6131A
BATH
B6127A
TWO BED
B6131
ONE BED
B6135
HAC
B6133
BATH
B6137A
BATH
B6135A
BATH
B6192A
BATH
B6194A
TWO BED
B6192
SUN DECK
B6188
SECLUSION
B6134A
ANTE RM
B6134
TOILET
B6134B
TOILET
B6193B
SECLUSION
B6193A ANTE RM
B6193
NURSE STATION
B6128
MEDICATION
B6128A
WORK RM HOUSE
STAFF
B6104
STAFF TOILET
B6125
COPY
B6124
HAC
B6184A
DAY RM
RECREATION
B6184
NON-FOOD STRG
5C139
TOILET
5C138
TOILET
5C137
PSYCHIATRIST
OFFICE
5C144
HEAD NURSE
5C143
TELE
B6184C
ADL KITCHEN
5C133C
CORRIDOR
B6C06
ELEVATOR
LOBBY
B6EGD
CORRIDOR
B6C01
PSYCHIATRIST
OFFICE
5C146
NURSE CLINICIAN
PHYSICIAN
ASSISTANT
5C142
CORRIDOR
5C-C9
HYDRO TANK
5C140
TRAY CART
STORAGE
5C133B
DINING
5C133A
BMS
5C159
CORRIDOR
B6C05
CORRIDOR
B6C02
N
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
GENERAL NOTES
KEY PLAN
KEYNOTES
AREA A
TRIPLE C - The A/E Group
1345 CAPITAL BLVD. SUITE A
RENO, NA 89502
MAT PERKINS
520-481-8548
/12 /20
B
IM
/6
-2
-1
I n p a ti e n t M e n ta l H e a lt h E
O C
C o m p lia n c e R e n o v a ti o n s /6
-2
-1
.1
.M
E P
F .r v t
/2
/2
:4
:5
P
M
PD106A
PLUMBING PLAN - LEVEL 6 - AREA A -
DEMOLITION
654-20-117
02/12/2021 M. PERKINS G. WEAVER
BID DOCUMENT
SUBMITTAL
INPATIENT MENTAL HEALTH EOC
COMPLIANCE RENOVATIONS
975 KIRMAN AVENUE RENO, NV 89502-0993
SCALE: 1/4" = 1'-0"
F5
PLUMBING PLAN - LEVEL 6 - AREA A -
DEMOLITION
A. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION WHERE FEASIBLE.
ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED. CONTRACTOR SHALL FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION OF THE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR
REMOVED. CONTRACTOR TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER
SIGNIFICANTLY FROM THE CONSTRUCTION DOCUMENTS.
B. CONTRACTOR TO ENSURE ALL SERVICE INTERRUPTIONS ARE COORDINATED WITH THE COR 30 DAYS
IN ADVANCE AND A PRE-CUTOVER MEETING IS TO OCCUR 2 DAYS PRIOR TO INTERRUPTION.
C. A DETAILED SCHEDULE, INCLUDING PROJECTED SERVICE INTERRUPTION DATES WITH DURATIONS, AND DETAILED PHASING PLAN IS TO BE PROVIDED TO THE COR PRIOR TO THE START OF WORK. THIS
SUBMITTAL MUST BE ACCEPTED BY THE COR PRIOR TO THE START OF WORK.
D. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONAL DATA, CEILING HEIGHTS, AND
SQUARE FOOTAGE.
E. CONTRACTOR SHALL COORDINATE ALL WORK WITH BUILDING OWNER AND OTHER TRADES PRIOR TO
CONSTRUCTION.
F. ALL PIPING TO BE ROUTED WITHIN CEILING SPACE OR CONCEALED IN FURRED CHASES UNLESS
NOTED OTHERWISE.
G. ALL AREAS ARE DESIGNED AS LIGHT HAZARD OCCUPANCY UNLESS NOTED OTHERWISE ON PLAN.
H. ALL SPRINKLERS SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2019 NFPA 13.
I. ALL MATERIALS, DEVICES, HANGERS AND SUPPORTS SHALL BE NEW AND UL LISTED FOR USE IN FIRE
PROTECTION SYSTEMS.
J. ALL NEW SPRINKLERS SHALL BE PROVIDED WITH NEW ESCUTCHEONS TO MATCH EXISTING BUILDING
STANDARDS.
K. INSTALL QUICK RESPONSE SPRINKLERS (QRS) IN ALL AREAS, EXCEPT WHERE SPECIFICALLY
PROHIBITED AS DEFINED BY NFPA 13.
L. PIPING TO BE SCHEDULE 40 BLACK STEEL WITH CAST IRON FITTINGS.
M. ALL WELDING TO BE DONE IN SHOP BY CERTIFIED WELDERS.
N. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO COMPLETE THIS
PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND RETURN TO MATCH EXISTING
CONDITIONS AND FINISHES.
O. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT CONNECTIONS BETWEEN ALL
DISSIMILAR METALS.
P. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED WALLS AND
ASSEMBLIES INDICATED ON PLANS IN WORK AREA. ALL PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L.
APPROVED FIRE PROOF CAULKING MATERIAL.
Q. ALL NEW PIPES TO BE CLEANED AND TESTED PRIOR TO COMMISSIONING.
R. PROVIDE ACCESS PANELS IN INACCESSIBLE CEILINGS AND/OR CHASES FOR ALL VALVES. ACCESS
PANELS SHALL BE INSTALLED UNDER THE ARCHITECTURAL SPECIFICATIONS. ACCESS PANEL RATING SHALL MATCH CLASSIFICATION OF WALL AND CEILING FIRE RATING AND SHALL BE VANDAL-PROOF ANDKEYED TO MATCH EXISTING ACCESS PANELS IN THE AREA. COR TO VERIFY PREFERRED KEY TO
BE USED FOR ANY NEW PANELS.
S. IT IS CRITICAL THAT THE CONTRACTOR PERFORM A COMPLETE REVIEW OF ALL SUBMITTALS PRIOR TO SUBMISSION TO THE AE/COR. INCOMPLETE, INCORRECT AND UNCLEAR SUBMITTALS WILL BE REJECTED AND MARKED AS "REVISE AND RESUBMIT". ALL SUBMITTALS MUST CLEARLY INDICATE THE
EQUIPMENT SELECTIONS FOR THE PROJECT. TECHNICAL DRAWINGS OF COMPLETE ASSEMBLIES,
REFLECTING ACCURATE PROJECT CONDITIONS, SHALL BE SUBMITTED WITH EQUIPMENT
SELECTIONS TO ENSURE SPACE ALLOWANCES REFLECT THE ACTUAL SPACE AVAILABLE. WHERE
SIZE DEVIATIONS DIFFER FROM THE BASIS OF DESIGN, CONTRACTOR SHALL HIGHLIGHT THE
DIFFERENCES FOR AE/COR REVIEW WITHIN THE SUBMITTAL. CONTRACTOR SHALL PROVIDE
INSTALLATION ROUTE AND VERIFICATION THAT ACCESS POINTS, PLACEMENT ROUTE, SUPPORTS, AND REQUIRED EQUIPMENT CLEARANCES ARE IDENTIFIED ON THE ROUTE DRAWING. SAFETY
PROTOCOLS FOR SUBJECT STATION SHALL BE REFLECTED ON EQUIPMENT CLEARANCES.
PLATFORMS AND INTERFACE AREAS (FILTER, GAUGES, MONITORS, VALVES, ETC.) SHALL HAVE
PROPER CLEARANCE AS DEFINED BY THE MANUFACTURER, VA SAFETY PERSONNEL AND SERVICE
PERSONNEL. ACCESS POINTS OF USE SHALL BE CLEARLY IDENTIFIED ON THE DRAWINGS.
T. COMPLETE COORDINATION/LAYOUT DRAWINGS SHALL BE REQUIRED BY SPECIFICATIONS AND
SUBMITTALS. CONSTRUCTION WORK SHALL NOT START ON ANY SYSTEM UNTIL THE LAYOUT
DRAWINGS HAVE BEEN APPROVED BY VA.
1. REMOVE EXISTING WALL MOUNTED WATER CLOSET, RETAIN EXISTING ROUGH IN FOR NEW FIXTURE.
2. REMOVE EXISTING COUNTER MOUNTED SINK, RETAIN EXISTING ROUGH IN FOR NEW FIXTURE.
3. DEMOLISH EXISTING BUILT UP SHOWER, FLOOR DRAIN, AND REMOVE EXISTING WALL MOUNTED
SHOWER FAUCET. RETAIN EXISTING ROUGH IN WHERE POSSIBLE FOR NEW FIXTURE, REROUTE
EXISTING WASTE PIPING UNDER FLOOR BELOW.
4. EXISTING PLUMBING FIXTURE TO REMAIN.
5. USE EXISTING ZONE VALVES TO PHASE PLUMBING WORK. SEE ARCHTECTURAL PLANS FOR PHASING
INFORMATION.
Revisions: Date:
1 - IFC COORDINATION 02.22.2021
NOTE: PLUMBING SCOPE OF WORK WILL REQUIRE ACCESS
COORDINATION WITH THE FLOOR BELOW FOR UNDER-SLAB
WORK. COORDINATE WORK PLAN (INCLUDING INTERIM LIFE-
SAFETY AND INFECTION CONTROL PLANS), ACCESS, AND DOWN-
TIME WITH COR TO ENSURE MINIMAL INTERRUPTION TO ON-
GOING OPERATIONS.
7.6
9.4
H I K L
2 1
1 2
2" V
4" V
4" V 4" V
4" V
4" V
4" SAN
4" V
3/4" HWR
1 1/2" HW
3/4" HWR
2 1/2" CW
3/4" HWR
2" HW
3" CW
1 1/2" CW
1 1/2" HW
2 1/2" CW
1 1/4" HW
1 1/4" HW
2 1/2" CW
4" V
1" CW
1" HW
3/4" HW
3/4" CW
3" SAN
2" V
3/4" HW
2" CW
1 1/2" CW
3/4" HW
1 1/2" CW
3/4" HW
1 1/2" CW
3/4" HW
4" SAN
4" SAN
2" V
2" V
4" V
1 1/4" HW
2 1/2" CW
1" HW
2 1/2" CW
2 1/2" CW
1" HW
2 1/2" CW
3/4" HW
1 1/2" CW
3/4" HW
3/4" CW
3/4" HW
3" CW
2" HW
3/4" HWR
2" CW
3/4" HW
1 1/2" CW
3/4" HW
3/4" HW
1 1/2" CW
3/4" HW
3/4" CW
3/4" CW
3/4" HW
1 1/2" CW
3/4" HW
4" V
2" V 2" V
2" V
1 1/2" CW
3/4" HW 1 1/2" CW
4" V
4" V
1" HW
3/4" CW
1" HW
1 1/2" CW
1" HW
1 1/2" CW
4" V
3/4" HW
1 1/2" CW
4" SAN
DEDUCT #1
7.6
9.4
H I K L
BATH
B6137A
BATH
B6135A
ELEC EQUIP
B6139
GROUP THERAPY
B6143
ONE BED
B6147
ONE BED
B6149
BATH
B6147A
BATH
B6149A
ONE BED
B6150
BATH
B6150A
TWO BED
B6208
QUIET
B6146
TWO BED
B6206
BATH
B6206A
BATH
B6208A
WASHER DRYER
B6205
NOURISH
KITCHEN
B6203
CLEAN UTILITY
B6201
CLEAN LINEN
B6199
OFFICE
B6140
TELE
B6142
RED BAG
STORAGE
B6138
SOILED UTILITY
B6136
LOCKER ROOM
B6195
TELE EQUIP
B6197
TWO BED
B6204
TWO BED
B6200
BATH
B6200A
BATH
B6204A
STAIR 2
BS2
TWO BED
B6194
BATH
B6192A
BATH
B6194A
CORRIDOR
B6C06
ONE BED
B6137
CORRIDOR
B6C03
CORRIDOR
B6C04
N
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
GENERAL NOTES
KEY PLAN
KEYNOTES
AREA B
TRIPLE C - The A/E Group
1345 CAPITAL BLVD. SUITE A
RENO, NA 89502
MAT PERKINS
520-481-8548
/12 /20
B
IM
/6
-2
-1
I n p a ti e n t M e n ta l H e a lt h E
O C
C o m p lia n c e R e n o v a ti o n s /6
-2
-1
.1
.M
E P
F .r v t
/2
/2
:4
:5
P
M
PD106B
PLUMBING PLAN - LEVEL 6 - AREA B -
DEMOLITION
654-20-117
02/12/2021 M. PERKINS G. WEAVER
BID DOCUMENT
SUBMITTAL
INPATIENT MENTAL HEALTH EOC
COMPLIANCE RENOVATIONS
975 KIRMAN AVENUE RENO, NV 89502-0993
SCALE: 1/4" = 1'-0"
F3
PLUMBING PLAN - LEVEL 6 - AREA B -
DEMOLITION
A. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION WHERE FEASIBLE.
ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED. CONTRACTOR SHALL FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION OF THE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR
REMOVED. CONTRACTOR TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER
SIGNIFICANTLY FROM THE CONSTRUCTION DOCUMENTS.
B. CONTRACTOR TO ENSURE ALL SERVICE INTERRUPTIONS ARE COORDINATED WITH THE COR 30 DAYS
IN ADVANCE AND A PRE-CUTOVER MEETING IS TO OCCUR 2 DAYS PRIOR TO INTERRUPTION.
C. A DETAILED SCHEDULE, INCLUDING PROJECTED SERVICE INTERRUPTION DATES WITH DURATIONS, AND DETAILED PHASING PLAN IS TO BE PROVIDED TO THE COR PRIOR TO THE START OF WORK. THIS
SUBMITTAL MUST BE ACCEPTED BY THE COR PRIOR TO THE START OF WORK.
D. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONAL DATA, CEILING HEIGHTS, AND
SQUARE FOOTAGE.
E. CONTRACTOR SHALL COORDINATE ALL WORK WITH BUILDING OWNER AND OTHER TRADES PRIOR TO
CONSTRUCTION.
F. ALL PIPING TO BE ROUTED WITHIN CEILING SPACE OR CONCEALED IN FURRED CHASES UNLESS
NOTED OTHERWISE.
G. ALL AREAS ARE DESIGNED AS LIGHT HAZARD OCCUPANCY UNLESS NOTED OTHERWISE ON PLAN.
H. ALL SPRINKLERS SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2019 NFPA 13.
I. ALL MATERIALS, DEVICES, HANGERS AND SUPPORTS SHALL BE NEW AND UL LISTED FOR USE IN FIRE
PROTECTION SYSTEMS.
J. ALL NEW SPRINKLERS SHALL BE PROVIDED WITH NEW ESCUTCHEONS TO MATCH EXISTING BUILDING
STANDARDS.
K. INSTALL QUICK RESPONSE SPRINKLERS (QRS) IN ALL AREAS, EXCEPT WHERE SPECIFICALLY
PROHIBITED AS DEFINED BY NFPA 13.
L. PIPING TO BE SCHEDULE 40 BLACK STEEL WITH CAST IRON FITTINGS.
M. ALL WELDING TO BE DONE IN SHOP BY CERTIFIED WELDERS.
N. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO COMPLETE THIS
PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND RETURN TO MATCH EXISTING
CONDITIONS AND FINISHES.
O. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT CONNECTIONS BETWEEN ALL
DISSIMILAR METALS.
P. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED WALLS AND
ASSEMBLIES INDICATED ON PLANS IN WORK AREA. ALL PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L.
APPROVED FIRE PROOF CAULKING MATERIAL.
Q. ALL NEW PIPES TO BE CLEANED AND TESTED PRIOR TO COMMISSIONING.
R. PROVIDE ACCESS PANELS IN INACCESSIBLE CEILINGS AND/OR CHASES FOR ALL VALVES. ACCESS
PANELS SHALL BE INSTALLED UNDER THE ARCHITECTURAL SPECIFICATIONS. ACCESS PANEL RATING SHALL MATCH CLASSIFICATION OF WALL AND CEILING FIRE RATING AND SHALL BE VANDAL-PROOF ANDKEYED TO MATCH EXISTING ACCESS PANELS IN THE AREA. COR TO VERIFY PREFERRED KEY TO
BE USED FOR ANY NEW PANELS.
S. IT IS CRITICAL THAT THE CONTRACTOR PERFORM A COMPLETE REVIEW OF ALL SUBMITTALS PRIOR TO SUBMISSION TO THE AE/COR. INCOMPLETE, INCORRECT AND UNCLEAR SUBMITTALS WILL BE REJECTED AND MARKED AS "REVISE AND RESUBMIT". ALL SUBMITTALS MUST CLEARLY INDICATE THE
EQUIPMENT SELECTIONS FOR THE PROJECT. TECHNICAL DRAWINGS OF COMPLETE ASSEMBLIES,
REFLECTING ACCURATE PROJECT CONDITIONS, SHALL BE SUBMITTED WITH EQUIPMENT
SELECTIONS TO ENSURE SPACE ALLOWANCES REFLECT THE ACTUAL SPACE AVAILABLE. WHERE
SIZE DEVIATIONS DIFFER FROM THE BASIS OF DESIGN, CONTRACTOR SHALL HIGHLIGHT THE
DIFFERENCES FOR AE/COR REVIEW WITHIN THE SUBMITTAL. CONTRACTOR SHALL PROVIDE
INSTALLATION ROUTE AND VERIFICATION THAT ACCESS POINTS, PLACEMENT ROUTE, SUPPORTS, AND REQUIRED EQUIPMENT CLEARANCES ARE IDENTIFIED ON THE ROUTE DRAWING. SAFETY
PROTOCOLS FOR SUBJECT STATION SHALL BE REFLECTED ON EQUIPMENT CLEARANCES.
PLATFORMS AND INTERFACE AREAS (FILTER, GAUGES, MONITORS, VALVES, ETC.) SHALL HAVE
PROPER CLEARANCE AS DEFINED BY THE MANUFACTURER, VA SAFETY PERSONNEL AND SERVICE
PERSONNEL. ACCESS POINTS OF USE SHALL BE CLEARLY IDENTIFIED ON THE DRAWINGS.
T. COMPLETE COORDINATION/LAYOUT DRAWINGS SHALL BE REQUIRED BY SPECIFICATIONS AND
SUBMITTALS. CONSTRUCTION WORK SHALL NOT START ON ANY SYSTEM UNTIL THE LAYOUT
DRAWINGS HAVE BEEN APPROVED BY VA.
1. REMOVE EXISTING WALL MOUNTED WATER CLOSET, RETAIN EXISTING ROUGH IN FOR NEW FIXTURE.
2. REMOVE EXISTING COUNTER MOUNTED SINK, RETAIN EXISTING ROUGH IN FOR NEW FIXTURE.
3. DEMOLISH EXISTING BUILT UP SHOWER, FLOOR DRAIN, AND REMOVE EXISTING WALL MOUNTED
SHOWER FAUCET. RETAIN EXISTING ROUGH IN WHERE POSSIBLE FOR NEW FIXTURE, REROUTE
EXISTING WASTE PIPING UNDER FLOOR BELOW.
4. EXISTING PLUMBING FIXTURE TO REMAIN.
5. USE EXISTING ZONE VALVES TO PHASE PLUMBING WORK. SEE ARCHTECTURAL PLANS FOR PHASING
INFORMATION.
Revisions: Date:
1 - IFC COORDINATION 02.22.2021
NOTE: PLUMBING SCOPE OF WORK WILL REQUIRE ACCESS
COORDINATION WITH THE FLOOR BELOW FOR UNDER-SLAB
WORK. COORDINATE WORK PLAN (INCLUDING INTERIM LIFE-
SAFETY AND INFECTION CONTROL PLANS), ACCESS, AND DOWN-
TIME WITH COR TO ENSURE MINIMAL INTERRUPTION TO ON-
7.6
9.4
G
BATH
B6137A
BATH
B6135A
BATH
B6192A
BATH
B6194A
ANTE RM
B6134
TOILET
B6134B
TOILET
B6193B
ANTE RM
B6193
CORRIDOR
B6C06
CORRIDOR
B6C05
RECEIVING
B6127
BATH
B6131A
BATH
B6127A
TWO BED
B6131
ONE BED
B6135
HAC
B6133
TWO BED
B6192
SUN DECK
B6188
SECLUSION
B6134A
SECLUSION
B6193A
NURSE STATION
B6128
MEDICATION
B6128A
WORK RM HOUSE
STAFF
B6104
STAFF TOILET
B6125
COPY
B6124
HAC
B6184A
DAY RM
RECREATION
B6184
NON-FOOD STRG
5C139
TOILET
5C138
TOILET
5C137
PSYCHIATRIST
OFFICE
5C144
HEAD NURSE
5C143
TELE
B6184C
ADL KITCHEN
5C133C
ELEVATOR
LOBBY
B6EGD
CORRIDOR
B6C01
SOCIAL WORK
OFFICE
5C147
PSYCHIATRIST
OFFICE
5C146
NURSE CLINICIAN
PHYSICIAN
ASSISTANT
5C142
CORRIDOR
5C-C9
HYDRO TANK
5C140
TRAY CART
STORAGE
5C133B
DINING
5C133A
BMS
5C159
CORRIDOR
B6C02
SALLY PORT
B6C02A
P-912
P-935
P-912
P-935
P-912 P-935
P-935
P-912
P-935
P-912
P-935
P-935
P-935
P-940
P-940
P-940
P-940
3 4
4" V
3/4" HW
1 1/2" CW
4" SAN
2" V
1" HW
2" CW
1 1/4" HW
2 1/2" CW 1 1/4" HW
2 1/2" CW
3/4" HW
3/4" CW
2" V
4" SAN
1 1/2" V
2" V
3" V
3" SAN
4" SAN
3/4" HW
3/4" CW
1 1/4" D
1 1/4" D
2 1/2" CW
3/4" HWR
1 1/2" CW
3/4" HW
3/4" HWR
2 1/2" CW
1 1/2" HW
2" CW
3/4" HWR
1 1/2" HW
2" CW
1 1/2" HW
1 1/2" CW
3/4" HW
4" SAN
2" V
2" V
4" V
4" V 4" V
4" V
4" V
4" SAN
4" SAN
4" SAN
4" V
3/4" HWR
1 1/2" HW
3/4" HWR
2 1/2" CW
2 1/2" CW
1 1/4" HW
3/4" HW
2" CW
1 1/2" CW
3/4" HW
3/4" CW
3/4" HW
3" SAN
3/4" CW
3/4" HW
4" V
4" SAN
4" SAN
2" V
4" V
4" V
1 1/2" V 4" V
4" V
2" V 3/4" HW
1 1/2" CW
1 1/2" CW
3/4" HW
3/4" CW
3/4" HWR
2" HW
3" CW
3/4" HW
1 1/2" CW
3/4" HW
1 1/2" CW
3/4" CW
3/4" HW
3" CW
2" HW
3/4" HWR
3/4" HW
3/4" CW
1 1/2" CW
4" V
3/4" CW
3/4" HW
4" SAN
2" V
1 1/2" CW
3/4" HW
3/4" CW
4" SAN
3" SAN
3" SAN
2" V 2" V 3" V
P-912
4" SAN
2" V
3" SAN
3/4" CW
3/4" CW
3/4" HW
4" SAN
4" SAN
4" SAN
2" V
3" SAN
FD-Z
FD-Z
FD-Z
FD-Z
FD-Z
FD-Z
3" SAN
4" V
1 1/2" CW
N
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
GENERAL NOTES
KEY PLAN
KEYNOTES
AREA A
TRIPLE C - The A/E Group
1345 CAPITAL BLVD. SUITE A
RENO, NA 89502
MAT PERKINS
520-481-8548
/12 /20
B
IM
/6
-2
-1
I n p a ti e n t M e n ta l H e a lt h E
O C
C o m p lia n c e R e n o v a ti o n s /6
-2
-1
.1
.M
E P
F .r v t
/2
/2
:4
:4
P
M
P-106A
PLUMBING PLAN - LEVEL 6 - AREA A - NEW 654-20-117
02/12/2021 M. PERKINS G. WEAVER
BID DOCUMENT
SUBMITTAL
INPATIENT MENTAL HEALTH EOC
COMPLIANCE RENOVATIONS
975 KIRMAN AVENUE RENO, NV 89502-0993
SCALE: 1/4" = 1'-0"
F5
PLUMBING PLAN - LEVEL 6 - AREA A -
NEW
A. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION WHERE FEASIBLE.
ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED. CONTRACTOR SHALL FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION OF THE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR
REMOVED. CONTRACTOR TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER
SIGNIFICANTLY FROM THE CONSTRUCTION DOCUMENTS.
B. CONTRACTOR TO ENSURE ALL SERVICE INTERRUPTIONS ARE COORDINATED WITH THE COR 30 DAYS
IN ADVANCE AND A PRE-CUTOVER MEETING IS TO OCCUR 2 DAYS PRIOR TO INTERRUPTION.
C. A DETAILED SCHEDULE, INCLUDING PROJECTED SERVICE INTERRUPTION DATES WITH DURATIONS, AND DETAILED PHASING PLAN IS TO BE PROVIDED TO THE COR PRIOR TO THE START OF WORK. THIS
SUBMITTAL MUST BE ACCEPTED BY THE COR PRIOR TO THE START OF WORK.
D. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONAL DATA, CEILING HEIGHTS, AND
SQUARE FOOTAGE.
E. CONTRACTOR SHALL COORDINATE ALL WORK WITH BUILDING OWNER AND OTHER TRADES PRIOR TO
CONSTRUCTION.
F. ALL PIPING TO BE ROUTED WITHIN CEILING SPACE OR CONCEALED IN FURRED CHASES UNLESS
NOTED OTHERWISE.
G. ALL AREAS ARE DESIGNED AS LIGHT HAZARD OCCUPANCY UNLESS NOTED OTHERWISE ON PLAN.
H. ALL SPRINKLERS SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2019 NFPA 13.
I. ALL MATERIALS, DEVICES, HANGERS AND SUPPORTS SHALL BE NEW AND UL LISTED FOR USE IN FIRE
PROTECTION SYSTEMS.
J. ALL NEW SPRINKLERS SHALL BE PROVIDED WITH NEW ESCUTCHEONS TO MATCH EXISTING BUILDING
STANDARDS.
K. INSTALL QUICK RESPONSE SPRINKLERS (QRS) IN ALL AREAS, EXCEPT WHERE SPECIFICALLY
PROHIBITED AS DEFINED BY NFPA 13.
L. PIPING TO BE SCHEDULE 40 BLACK STEEL WITH CAST IRON FITTINGS.
M. ALL WELDING TO BE DONE IN SHOP BY CERTIFIED WELDERS.
N. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO COMPLETE THIS
PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND RETURN TO MATCH EXISTING
CONDITIONS AND FINISHES.
O. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT CONNECTIONS BETWEEN ALL
DISSIMILAR METALS.
P. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED WALLS AND
ASSEMBLIES INDICATED ON PLANS IN WORK AREA. ALL PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L.
APPROVED FIRE PROOF CAULKING MATERIAL.
Q. ALL NEW PIPES TO BE CLEANED AND TESTED PRIOR TO COMMISSIONING.
R. PROVIDE ACCESS PANELS IN INACCESSIBLE CEILINGS AND/OR CHASES FOR ALL VALVES. ACCESS
PANELS SHALL BE INSTALLED UNDER THE ARCHITECTURAL SPECIFICATIONS. ACCESS PANEL RATING SHALL MATCH CLASSIFICATION OF WALL AND CEILING FIRE RATING AND SHALL BE VANDAL-PROOF ANDKEYED TO MATCH EXISTING ACCESS PANELS IN THE AREA. COR TO VERIFY PREFERRED KEY TO
BE USED FOR ANY NEW PANELS.
S. IT IS CRITICAL THAT THE CONTRACTOR PERFORM A COMPLETE REVIEW OF ALL SUBMITTALS PRIOR TO SUBMISSION TO THE AE/COR. INCOMPLETE, INCORRECT AND UNCLEAR SUBMITTALS WILL BE REJECTED AND MARKED AS "REVISE AND RESUBMIT". ALL SUBMITTALS MUST CLEARLY INDICATE THE
EQUIPMENT SELECTIONS FOR THE PROJECT. TECHNICAL DRAWINGS OF COMPLETE ASSEMBLIES,
REFLECTING ACCURATE PROJECT CONDITIONS, SHALL BE SUBMITTED WITH EQUIPMENT
SELECTIONS TO ENSURE SPACE ALLOWANCES REFLECT THE ACTUAL SPACE AVAILABLE. WHERE
SIZE DEVIATIONS DIFFER FROM THE BASIS OF DESIGN, CONTRACTOR SHALL HIGHLIGHT THE
DIFFERENCES FOR AE/COR REVIEW WITHIN THE SUBMITTAL. CONTRACTOR SHALL PROVIDE
INSTALLATION ROUTE AND VERIFICATION THAT ACCESS POINTS, PLACEMENT ROUTE, SUPPORTS, AND REQUIRED EQUIPMENT CLEARANCES ARE IDENTIFIED ON THE ROUTE DRAWING. SAFETY
PROTOCOLS FOR SUBJECT STATION SHALL BE REFLECTED ON EQUIPMENT CLEARANCES.
PLATFORMS AND INTERFACE AREAS (FILTER, GAUGES, MONITORS, VALVES, ETC.) SHALL HAVE
PROPER CLEARANCE AS DEFINED BY THE MANUFACTURER, VA SAFETY PERSONNEL AND SERVICE
PERSONNEL. ACCESS POINTS OF USE SHALL BE CLEARLY IDENTIFIED ON THE DRAWINGS.
T. COMPLETE COORDINATION/LAYOUT DRAWINGS SHALL BE REQUIRED BY SPECIFICATIONS AND
SUBMITTALS. CONSTRUCTION WORK SHALL NOT START ON ANY SYSTEM UNTIL THE LAYOUT
DRAWINGS HAVE BEEN APPROVED BY VA.
1. NEW WALL MOUNTED LIGATURE RESISTANT WATER CLOSET, RECONFIGURE EXISTING ROUGH IN
PIPING TO NEW FIXTURE LOCATION. SEE SHEET P-500 FOR ADDITIONAL INFORMATION.
2. NEW COUNTER MOUNTED LIGATURE RESISTANT LAVATORY, RECONFIGURE EXISTING ROUGH IN
PIPING TO NEW FIXTURE LOCATION. SEE SHEET P-500 FOR ADDITIONAL INFORMATION.
3. NEW BUILT UP SHOWER, LIGATURE RESISTANT SHOWER BATH MIXING VALVE AND SHOWER HEAD ASSEMBLY, RECONFIGURE EXISTING ROUGH IN PIPING TO NEW FIXTURE LOCATION. SEE SHEET P-500
FOR ADDITIONAL INFORMATION.
4. PROVIDE NEW LIGATURE-RESISTANT TRENCH FLOOR DRAIN, SANITARY WASTE PIPING, AND VENT PIPING PER SPECIFICATION SECTION 22 13 00. CONNECT NEW DRAIN AND VENT PIPING TO EXISTING.
CUT AND PATCH EXISTING CONCRETE AS REQUIRED.
5. USE EXISTING ZONE VALVES TO PHASE PLUMBING WORK. SEE ARCHTECTURAL PLANS FOR PHASING
INFORMATION.
Revisions: Date:
1 - IFC COORDINATION 02.22.2021
NOTE: PLUMBING SCOPE OF WORK WILL REQUIRE ACCESS
COORDINATION WITH THE FLOOR BELOW FOR UNDER-SLAB
WORK. COORDINATE WORK PLAN (INCLUDING INTERIM LIFE-
SAFETY AND INFECTION CONTROL PLANS), ACCESS, AND DOWN-
TIME WITH COR TO ENSURE MINIMAL INTERRUPTION TO ON-
9.4
H I K L
ELEC EQUIP
B6139
GROUP THERAPY
B6143
ONE BED
B6147
ONE BED
B6149
BATH
B6147A
BATH
B6149A
ONE BED
B6150
BATH
B6150A
TWO BED
B6208
QUIET
B6146
TWO BED
B6206
BATH
B6206A
BATH
B6208A
WASHER DRYER
B6205
NOURISH
KITCHEN
B6203CLEAN UTILITY
B6201
CLEAN LINEN
B6199
OFFICE
B6140
TELE
B6142
RED BAG
STORAGE
B6138
SOILED UTILITY
B6136
LOCKER ROOM
B6195
TELE EQUIP
B6197
TWO BED
B6204
TWO BED
B6200
BATH
B6200A
BATH
B6204A
STAIR 2
BS2
TWO BED
B6194
BATH
B6194A
CORRIDOR
B6C06
ONE BED
B6137
CORRIDOR
B6C03
CORRIDOR
B6C04
RED BAG
STORAGE
B6138
SOILED UTILITY
B6136
LOCKER ROOM
B6195
ONE BED
B6137
CORRIDOR
B6C03
1 3
P-912
P-912
P-935
P-935
P-935
P-912
P-935
P-912
P-912
P-935 P-912
P-935
P-912
P-935
P-912
P-935
P-912
P-935
P-940
P-940
P-940
P-940
P-940
P-940
3 3
3 4
4 2
4 3
2" V
4" V
4" V 4" V
4" V
4" V
4" SAN
4" SAN
4" V
3/4" HWR
1 1/2" HW
3/4" HWR
2 1/2" CW
2" V
3/4" HWR
2" HW
3" CW
1 1/2" HW
2 1/2" CW
1 1/4" HW
1 1/4" HW
2 1/2" CW
4" V
1" CW
1" HW
3/4" HW
3/4" CW
3" SAN
2" V
3/4" HW
2" CW
1 1/2" CW
3/4" HW
1 1/2" CW
3/4" HW
1 1/2" CW
3/4" HW
4" SAN
4" SAN
2" V
2" V
4" V
1 1/4" HW
2 1/2" CW
1" HW
2 1/2" CW
2 1/2" CW
1" HW
2 1/2" CW
3/4" HW
1 1/2" CW
3/4" HW
3/4" CW
3/4" HW
3" CW
2" HW
3/4" HWR
2" CW
3/4" HW
1 1/2" CW
3/4" HW
3/4" HW
1 1/2" CW
3/4" HW
3/4" CW
3/4" CW
3/4" HW
1 1/2" CW
3/4" HW
4" V
2" V 2" V
2" V
1 1/2" CW
3/4" HW 1 1/2" CW
4" V
4" V
1" HW
3/4" CW
1" HW
1 1/2" CW
1" HW
1 1/2" CW
4" V
3/4" HW
1 1/2" CW
4" SAN
1 1/2" CW
4" V
3" SAN
3" V
3/4" HW
3/4" CW
3" SAN
4" SAN
2" V
3" SAN
2" V
2" V
3" SAN 3/4" HW3/4" CW
3" SAN
3/4" CW
3/4" HW
3" SAN
2" V
3" SAN
2" V
4" SAN4" V
1 1/2" CW
3" SAN
2" SAN
3" SAN
2" V
2" V
3/4" CW
3/4" HW
4" SAN
4" V
4" V
FD-Z
FD-Z
FD-Z
FD-Z
FD-Z
FD-Z
FD-Z
FD-Z
FD-Z
FD-Z
DEDUCT #1
P-940
3" SAN
1 1/2" CW
3" SAN
4" SAN
3" SAN
2" V
N
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
GENERAL NOTES
KEY PLAN
KEYNOTES
AREA B
TRIPLE C - The A/E Group
1345 CAPITAL BLVD. SUITE A
RENO, NA 89502
MAT PERKINS
520-481-8548
/12 /20
B
IM
/6
-2
-1
I n p a ti e n t M e n ta l H e a lt h E
O C
C o m p lia n c e R e n o v a ti o n s /6
-2
-1
.1
.M
E P
F .r v t
/2
/2
:4
:4
P
M
P-106B
PLUMBING PLAN - LEVEL 6 - AREA B - NEW 654-20-117
02/12/2021 M. PERKINS G. WEAVER
BID DOCUMENT
SUBMITTAL
INPATIENT MENTAL HEALTH EOC
COMPLIANCE RENOVATIONS
975 KIRMAN AVENUE RENO, NV 89502-0993
SCALE: 1/4" = 1'-0"
F3
PLUMBING PLAN - LEVEL 6 - AREA B -
NEW
A. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION WHERE FEASIBLE.
ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED. CONTRACTOR SHALL FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION OF THE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR
REMOVED. CONTRACTOR TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER
SIGNIFICANTLY FROM THE CONSTRUCTION DOCUMENTS.
B. CONTRACTOR TO ENSURE ALL SERVICE INTERRUPTIONS ARE COORDINATED WITH THE COR 30 DAYS
IN ADVANCE AND A PRE-CUTOVER MEETING IS TO OCCUR 2 DAYS PRIOR TO INTERRUPTION.
C. A DETAILED SCHEDULE, INCLUDING PROJECTED SERVICE INTERRUPTION DATES WITH DURATIONS, AND DETAILED PHASING PLAN IS TO BE PROVIDED TO THE COR PRIOR TO THE START OF WORK. THIS
SUBMITTAL MUST BE ACCEPTED BY THE COR PRIOR TO THE START OF WORK.
D. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONAL DATA, CEILING HEIGHTS, AND
SQUARE FOOTAGE.
E. CONTRACTOR SHALL COORDINATE ALL WORK WITH BUILDING OWNER AND OTHER TRADES PRIOR TO
CONSTRUCTION.
F. ALL PIPING TO BE ROUTED WITHIN CEILING SPACE OR CONCEALED IN FURRED CHASES UNLESS
NOTED OTHERWISE.
G. ALL AREAS ARE DESIGNED AS LIGHT HAZARD OCCUPANCY UNLESS NOTED OTHERWISE ON PLAN.
H. ALL SPRINKLERS SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2019 NFPA 13.
I. ALL MATERIALS, DEVICES, HANGERS AND SUPPORTS SHALL BE NEW AND UL LISTED FOR USE IN FIRE
PROTECTION SYSTEMS.
J. ALL NEW SPRINKLERS SHALL BE PROVIDED WITH NEW ESCUTCHEONS TO MATCH EXISTING BUILDING
STANDARDS.
K. INSTALL QUICK RESPONSE SPRINKLERS (QRS) IN ALL AREAS, EXCEPT WHERE SPECIFICALLY
PROHIBITED AS DEFINED BY NFPA 13.
L. PIPING TO BE SCHEDULE 40 BLACK STEEL WITH CAST IRON FITTINGS.
M. ALL WELDING TO BE DONE IN SHOP BY CERTIFIED WELDERS.
N. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO COMPLETE THIS
PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND RETURN TO MATCH EXISTING
CONDITIONS AND FINISHES.
O. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT CONNECTIONS BETWEEN ALL
DISSIMILAR METALS.
P. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED WALLS AND
ASSEMBLIES INDICATED ON PLANS IN WORK AREA. ALL PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L.
APPROVED FIRE PROOF CAULKING MATERIAL.
Q. ALL NEW PIPES TO BE CLEANED AND TESTED PRIOR TO COMMISSIONING.
R. PROVIDE ACCESS PANELS IN INACCESSIBLE CEILINGS AND/OR CHASES FOR ALL VALVES. ACCESS
PANELS SHALL BE INSTALLED UNDER THE ARCHITECTURAL SPECIFICATIONS. ACCESS PANEL RATING SHALL MATCH CLASSIFICATION OF WALL AND CEILING FIRE RATING AND SHALL BE VANDAL-PROOF ANDKEYED TO MATCH EXISTING ACCESS PANELS IN THE AREA. COR TO VERIFY PREFERRED KEY TO
BE USED FOR ANY NEW PANELS.
S. IT IS CRITICAL THAT THE CONTRACTOR PERFORM A COMPLETE REVIEW OF ALL SUBMITTALS PRIOR TO SUBMISSION TO THE AE/COR. INCOMPLETE, INCORRECT AND UNCLEAR SUBMITTALS WILL BE REJECTED AND MARKED AS "REVISE AND RESUBMIT". ALL SUBMITTALS MUST CLEARLY INDICATE THE
EQUIPMENT SELECTIONS FOR THE PROJECT. TECHNICAL DRAWINGS OF COMPLETE ASSEMBLIES,
REFLECTING ACCURATE PROJECT CONDITIONS, SHALL BE SUBMITTED WITH EQUIPMENT
SELECTIONS TO ENSURE SPACE ALLOWANCES REFLECT THE ACTUAL SPACE AVAILABLE. WHERE
SIZE DEVIATIONS DIFFER FROM THE BASIS OF DESIGN, CONTRACTOR SHALL HIGHLIGHT THE
DIFFERENCES FOR AE/COR REVIEW WITHIN THE SUBMITTAL. CONTRACTOR SHALL PROVIDE
INSTALLATION ROUTE AND VERIFICATION THAT ACCESS POINTS, PLACEMENT ROUTE, SUPPORTS, AND REQUIRED EQUIPMENT CLEARANCES ARE IDENTIFIED ON THE ROUTE DRAWING. SAFETY
PROTOCOLS FOR SUBJECT STATION SHALL BE REFLECTED ON EQUIPMENT CLEARANCES.
PLATFORMS AND INTERFACE AREAS (FILTER, GAUGES, MONITORS, VALVES, ETC.) SHALL HAVE
PROPER CLEARANCE AS DEFINED BY THE MANUFACTURER, VA SAFETY PERSONNEL AND SERVICE
PERSONNEL. ACCESS POINTS OF USE SHALL BE CLEARLY IDENTIFIED ON THE DRAWINGS.
T. COMPLETE COORDINATION/LAYOUT DRAWINGS SHALL BE REQUIRED BY SPECIFICATIONS AND
SUBMITTALS. CONSTRUCTION WORK SHALL NOT START ON ANY SYSTEM UNTIL THE LAYOUT
DRAWINGS HAVE BEEN APPROVED BY VA.
1. NEW WALL MOUNTED LIGATURE RESISTANT WATER CLOSET, RECONFIGURE EXISTING ROUGH IN
PIPING TO NEW FIXTURE LOCATION. SEE SHEET P-500 FOR ADDITIONAL INFORMATION.
2. NEW COUNTER MOUNTED LIGATURE RESISTANT LAVATORY, RECONFIGURE EXISTING ROUGH IN
PIPING TO NEW FIXTURE LOCATION. SEE SHEET P-500 FOR ADDITIONAL INFORMATION.
3. NEW BUILT UP SHOWER, LIGATURE RESISTANT SHOWER BATH MIXING VALVE AND SHOWER HEAD ASSEMBLY, RECONFIGURE EXISTING ROUGH IN PIPING TO NEW FIXTURE LOCATION. SEE SHEET P-500
FOR ADDITIONAL INFORMATION.
4. PROVIDE NEW LIGATURE-RESISTANT TRENCH FLOOR DRAIN, SANITARY WASTE PIPING, AND VENT PIPING SPECIFICATION SECTION 22 13 00. CONNECT NEW DRAIN AND VENT PIPING TO EXISTING. CUT
AND PATCH EXISTING CONCRETE AS REQUIRED.
5. USE EXISTING ZONE VALVES TO PHASE PLUMBING WORK. SEE ARCHTECTURAL PLANS FOR PHASING
INFORMATION.
Revisions: Date:
1 - IFC COORDINATION 02.22.2021
NOTE: PLUMBING SCOPE OF WORK WILL REQUIRE ACCESS
COORDINATION WITH THE FLOOR BELOW FOR UNDER-SLAB
WORK. COORDINATE WORK PLAN (INCLUDING INTERIM LIFE-
SAFETY AND INFECTION CONTROL PLANS), ACCESS, AND DOWN-
TIME WITH COR TO ENSURE MINIMAL INTERRUPTION TO ON-
PIPE SIZE 1/2"
PSI AVAILABLE = 4 PSI/100 FT (5 FPS MAX. VELOCITY)
PIPE SIZES - WATER FIXTURE UNITS
FLUSH VALVE FU -
TANK TYPE FU 1
3/4"
1"
1-1/4"
1-1/2"
2"
2-1/2"
3"
DESCRIPTION HW
4"
WASTE
2"
VENT
1-1/2"
CW
WALL MOUNTED
REMARKS
MIN. ROUGH-IN-SIZE
SYM
2"2"
PLUMBING FIXTURE ROUGH-IN SCHEDULE
COUNTER MOUNTED
-- 3/4" 3/4" NEW BUILD OUT
NOTE: PROVIDE VALVES (SHUT OFF, BALANCING, THERMOSTATIC, ETC.) PER SPEC 22 05 23.
3/4" 3/4"
P-912
P-935
P-940
FD-Z
LIGATURE RESISTANT WATER CLOSET
(ADA) HANDICAP (WALL MOUNTED, ASME A112.19.3 AND CSA B45.4) - SECURITY FIXTURE FABRICATED FROM 14 GAUGE OR 16 GAUGE TYPE 304 STAINLESS STEEL.
STAINLESS STEEL SHALL BE WHITE POWDER COATED. THE STANDARD TOILET SHALL INCLUDE: ELONGATED TOILET BOWL WITH CONTOURED SEAT, INTEGRAL CREVICE-FREE SELF- DRAINING FLUSHING RIM WITH POSITIVE AFTER FILL AND FULLY ENCLOSED TRAP WHICH SHALL MAINTAIN A MINIMUM 50 MM (2 INCH) SEAL AND PASS 54 MM (2-1/8 INCH) BALL. SKIRT OF TOILET BOWL SHALL BE EXTENDED TO FLOOR AS CLOSE TO FRONT OF TOILET BOWL TO PREVENT TIE OFF. 4.8 L (1.28 GALLONS) PER FLUSH. TOP OF SEAT SHALL BE 432 TO 483 MM (17 TO 19 INCHES) ABOVE FINISHED FLOOR. FIXTURE SHALL WITHSTAND LOADINGS UP TO 2000 LBS. WITH NO MEASUREABLE DEFLECTION AND LOADINGS UP TO 5,000 LBS. WITH NO PERMANENT DAMAGE.
FITTINGS AND ACCESSORIES: REAR WALL CHASE CONNECTIONS; 102 MM (4 INCH) WASTE AND 40 MM (1-1/2 INCH) WATER BACK SPUD. PROVIDE EXTRA HEAVY-DUTY CARRIER, TOILET WASTE EXTENSION, GASKETS, WALL SLEEVE, AND CLEANOUT. PROVIDE WATER CONNECTIONS WITH INDIVIDUAL SHUTOFF VALVE FOR EACH
FIXTURE.
SEAT: SEAT SHALL BE INTEGRAL WITH THE BOWL #4 SATIN FINISH HIGH POLISH SEAT.
FLUSH VALVE: ACTIVE HARD-WIRED ELECTRIC INFRA-RED SENSOR FOR AUTOMATIC OPERATION WITH COURTESY FLUSH BUTTON FOR MANUAL OPERATION, WATER SAVER DESIGN PER FLUSH WITH MAXIMUM 10 PERCENT VARIANCE, REAR SPUD CONNECTION, ADJUSTABLE TAILPIECE, 20 MM (1 INCH)
LIGATURE RESISTANT ADA HANDICAP LAVATORY
DIMENSIONS FOR LAVATORIES ARE SPECIFIED, LENGTH BY WIDTH (DISTANCE FROM WALL) AND DEPTH. BRASS COMPONENTS IN CONTACT WITH WATER SHALL CONTAIN NO MORE THAN 0.25 PERCENT LEAD CONTENT BY DRY WEIGHT. FAUCET FLOW RATES SHALL BE 3.9 L/M (1.5 GPM) FOR PRIVATE LAVATORIES AND EITHER
1.9 L/M (0.5 GPM) OR 1.0 LITERS (0.25 GALLONS) PER CYCLE FOR PUBLIC LAVATORIES. LIGATURE RESISTANT LAVATORY FRONT ACCESS HANDICAP LAVATORY FABRICATED FROM 14 GAUGE, TYPE 304 TYPE STAINLESS STEEL, THE CONSTRUCTION SHALL BE ALL WELDED, WITH EXPOSED STAINLESS STEEL SURFACES POLISHED TO A #4 SATIN FINISH, APPROXIMATELY 324 MM BY 209 MM (12-3/4 INCHES BY 8-1/4 INCHES) AND 127 MM (5 INCHES) DEPTH. STAINLESS STEEL ANTI- SUICIDE PENAL FILLER/BUBBLER, SLOW DRAIN WITH AIR VENT, ELBOW WASTE 20 MM (1-1/2 INCH FIP), SLOPED BACKSPLASH AND SELF-DRAINING SOAP DISH. PUNCHING FOR FAUCET ON 102 MM (4 INCHES) CENTERS. VALVE AND BUBBLER CONFORMS WITH LEAD FREE REQUIREMENTS OF NSF61, SECTION9, 1997 AND CHSC 116875.
FAUCET: SOLID CAST BRASS CONSTRUCTION, VANDAL RESISTANT, HEAVY-DUTY, HEMISPHERICAL PUSHBUTTONS.SINGLE TEMPERATURE AIR CONTROL VALVE ASSEMBLY. PROVIDE LAMINAR FLOW CONTROL DEVICE, ADJUSTABLE HOT WATER LIMIT STOP, AND VANDAL PROOF SCREWS. FLOW SHALL BE LIMITED TO 1.9 L/M (0.5
GPM) WITH HEMISPHERICAL PENAL BUBBLER.
DRAIN: CAST OR WROUGHT BRASS WITH FLAT, LIGATURE RESISTANT GRID STRAINER OFFSET TAILPIECE, CHROME PLATED. POP-UP DRAINS ARE PROHIBITED.
PROVIDE COVER PER A.D.A 4-19.4.
STOPS: ANGLE TYPE. PROVIDE COVER PER A.D.A 4-19.4.
TRAP: CAST COPPER ALLOY, 38 MM BY 32 MM (1 1/2 INCHES BY 1 1/4 INCHES) P-TRAP. ADJUSTABLE WITH CONNECTED ELBOW AND 1.4 MM THICK (17 GAUGE) TUBING EXTENSIONS TO WALL. EXPOSED METAL TRAP SURFACE AND CONNECTION HARDWARE SHALL BE CHROME PLATED WITH A SMOOTH BRIGHT FINISH STAINLESS STEEL
TRAP ENCLOSURE. SET TRAP PARALLEL TO WALL. PROVIDE COVER PER A.D.A 4- 19.4.
SHOWER BATH MIXING VALVE
(BUILT UP SHOWER BY ARCHITECT)
WALL MOUNTED, CONCEALED SUPPLIES, TYPE T/P COMBINATION VALVE WITH LIGATURE RESISTANT SINGLE LIGATURE RESISTANT HANDLE.
SHOWER HEAD ASSEMBLY: METALLIC INSTITUTIONAL SHOWER HEAD WITH FLOW CONTROL TO LIMIT DISCHARGE TO 5.7 L/M (1.5 GPM) CONICAL LIGATURE RESISTANT
SHOWERHEAD, CHROME PLATED BRASS.
VALVES: SHOWER VALVE SHALL MEET PERFORMANCE REQUIREMENTS OF ASSE 1016 LEAD FREE TYPE T/P COMBINATION THERMOSTATIC AND PRESSURE BALANCING INDIVIDUAL SHOWERS, WITH CHROME PLATED METAL, LIGATURE RESISTANT SINGLE TYPE OPERATING HANDLE ADJUSTABLE FOR ROUGH-IN VARIATIONS AND CHROME PLATED METAL. VALVE BODY SHALL BE ANY SUITABLE COPPER ALLOY. INTERNAL PARTS SHALL BE COPPER, NICKEL ALLOY, CRS OR THERMOPLASTIC MATERIAL. VALVE INLET AND OUTLET SHALL BE 13 MM (1/2 INCH) IPS. PROVIDE EXTERNAL SCREWDRIVER CHECK STOPS, VACUUM BREAKER AND TEMPERATURE LIMIT STOPS. SET STOPS FOR A MAXIMUM TEMPERATURE OF 50 DEGREES C (120 DEGREES F). ALL EXPOSED FASTENERS SHALL BE VANDAL RESISTANT. VALVE SHALL
PROVIDE A MAXIMUM OF 5.7 L/M (1.5 GPM) AT 310 KPA (45 PSIG) PRESSURE DROP.
A. FOR HANDICAP ACCESS FIXTURES, PROVIDE KNURLED DIVERTER VALVE HANDLE WITH HAND-HELD, LIGATURE RESISTANT SHOWER HEAD WITH HOOK. HOSE
AND HOOK SHALL BE ON QUICK DISCONNECT SO THAT WHEN HEAD IS REMOVED, HOOK IS ALSO DISCONNECTED.
B. SHOWER FLOOR OR TRENCH DRAINS SHALL BE VANDAL RESISTANT AND AS SPECIFIED IN SECTION 22 13 00, FACILITY SANITARY AND VENT PIPING.
LIGATURE RESISTANT TRENCH DRAIN
CONSTRUCTED OF TYPE 304 STAINLESS STEEL SUITABLE FOR SHOWER THRESHOLD, SHALL COMPLY WITH ASME A112.6.3. STAINLESS STEEL SOLID RIM GRATE SHALL NOT BE LESS THAN 4" WIDE WITH ANCHOR SUPPORTS, BOTTOM OUTLET, AND COMBINATION MEMBRANE FLASHING COLLAR. PROVIDE SOLID RIM OPTIONS WITH CUSTOM LENGTH TO FIT SHOWER THRESHOLD. SET IN BUILT UP SHOWER BY ARCHITECT, SLOPE BUILT-UP SHOWER PER MANUFACTURERS REQUIREMENTS.
BASIS OF DESIGN J.R. SMITH #9666
PLUMBING SPECIFICATION SCHEDULE
WATER CLOSET
LAVATORY
SHOWER
P912
P935
P940
NOTE: SEE SPECIFICATION SECTIONS 22 13 00 AND 22 40 00 FOR ADDITIONAL REQUIREMENTS.
2"3" SET IN NEW SHOWER BUILD OUTTRENCH DRAINFD-Z - -
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
TRIPLE C - The A/E Group
1345 CAPITAL BLVD. SUITE A
RENO, NA 89502
MAT PERKINS
520-481-8548
/12
/20
B
IM
/6
-2
-1
I n p a ti e n t M e n ta l H e a lt h E
O C
C o m p lia n c e R e n o v a ti o n s /6
-2
-1
.1
.M
E P
F .r v t
/1
/2
:2
:1
P
M
P-500
PLUMBING DETAILS AND SCHEDULES 654-20-117
02/12/2021 M. PERKINS G. WEAVER
BID DOCUMENT
SUBMITTAL
INPATIENT MENTAL HEALTH EOC
COMPLIANCE RENOVATIONS
SD
24"x12"
24"/12"
12" o
V
HWR
HWS
DOWN
CHR
CHS
GENERAL NOTES:MECHANICAL SYMBOL LEGENDABBREVIATIONS
VALVE ASSEMBLY
FIRE DAMPER
FLEXIBLE DUCT
ACOUSTICAL DUCT LINING
FLEXIBLE CONNECTION
MANUAL BALANCING DAMPER
SMOKE DAMPER
MITERED ELBOW (ALL MITERED ELBOWS ARE TO HAVE
VANES EXCEPT TRANSFER AIR SOUND ELBOW)
EXISTING DUCT TO BE REMOVED
CONNECT NEW DUCT TO EXISTING DUCT
SUPPLY DUCT, SECTION
EXHAUST DUCT, SECTION
RETURN DUCT, SECTION
DUCT TRANSITION
OR REGISTER
STANDARD RADIUS ELBOW
SHORT RADIUS VANED ELBOW (ALL SHORT
RADIUS ELBOWS ARE TO HAVE VANES PER
SMACNA)
CEILING RETURN AIR REGISTER OR TRANSFER AIR GRILLE
INDICATES A RECTANGULAR DUCT SIZE (WIDTH x DEPTH)
INDICATES A FLAT OVAL DUCT SIZE (WIDTH x DEPTH)
INDICATES A ROUND DUCT SIZE
IF THROW IS SOMETHING OTHER THAN 4-WAY)
CEILING DIFFUSERS (ARROWS DENOTE THROW PATTERN
DUCTED EXHAUST REGISTER
SIDEWALL EXHAUST OR RETURN AIR GRILLE
SIDEWALL SUPPLY REGISTER
H
T
ACCESS DOOR
SEE CONTROL DRAWINGS FOR TYPE
ROOM HUMIDISTAT/HUMIDITY TRANSMITTER LOCATION ONLY
SEE CONTROL DRAWINGS FOR TYPE
ROOM THERMOSTAT/TEMP. TRANSMITTER LOCATION ONLY
DUCT MOUNTED STATIC PRESSURE PROBE
XX - ## NUMBERS REFER TO SPECIFIC EQUIPMENT
SYMBOL INDICATES NEW EQUIPMENT
EQUIPMENT SYMBOLS
IDENTIFIED IN EQUIPMENT SCHEDULE
CFM
SYMBOL INDICATES GRILLE OR
DIFFUSER IDENTIFIED IN EQUIPMENT SCHEDULE
SIDEWALL GRILLE DIMENSION WHERE
SHOWN ON PLANS
LETTERS REFER TO THE EQUIPMENT TYPE
ACCESS DOOR
AIR CONDITIONING UNIT
ABOVE FINISHED FLOOR
ACOUSTIC LINING
ACU
AD
AFF
AL
BOP
BOD
BOTTOM OF PIPE
BOTTOM OF DUCT
CUBIC FEET PER MINUTE
CLEANOUT
CFM
CO
MOTOR CONTROL CENTERMCC
NOT APPLICABLE
NOT IN CONTRACT
NUMBER (QUANTITY)
NA
NIC
NO.
OUTSIDE AIR
OPPOSED BLADE DAMPER
OA
OBD
PSIG
PRV PRESSURE REDUCING VALVE
POUNDS PER SQUARE INCH GAGE
QUADRANT
QUANTITYQTY
QUAD
RETURN AIRR.A.
SMOKE CONTROL DAMPERSCD
EXHAUSTEXH
FLAT TOP
FEET PER MINUTE
FT
FPM
DEGREES FAHRENHEIT
FAN COIL UNIT
FLOOR DRAIN
FLEXIBLE
FCU
FD
FLEX
°F
TOPT TOP OF PIPE TRAPEZE
VENT THRU ROOFVTR
VEL
VAV VARIABLE AIR VOLUME
VELOCITY
GALLONS PER HOUR
GALLONS PER MINUTE
GPH
GPM
HAND DAMPER (VOLUME DAMPER)
HIGH EFFICIENCY PARTICULATE AIR (FILTER)
HD
HEPA
INCHESIN
MAKE-UP WATER
CONDENSATE DRAIN
CHILLED WATER RETURN
CHILLED WATER SUPPLY
HEATING WATER RETURN
HEATING WATER SUPPLY
PIPING SYMBOLS
DIRECTION OF FLOW
DIRECTION OF PIPE PITCH (DOWN)
WATER FLOW MEASURING DEVICE
PLUG VALVE
VALVE SYMBOLS
GATE VALVE
GLOBE VALVE
CHECK VALVE
PRESSURE REDUCING VALVE
THREE-WAY MODULATING CONTROL VALVE
TWO-WAY CONTROL VALVE
SAFETY VALVE OR PRESSURE RELIEF
MANUAL AIR VENT
SOLENOID VALVE
3/4" GATE VALVE WITH ADAPTER TO 3/4"
HOSE THREAD
BUTTERFLY VALVE
BALL VALVE
VALVE IN RISE
WCO
WH
WALL CLEANOUT
WALL HYDRANT
V
VAC
VOLTS
VOLTS, ALTERNATING CURRENT
TP TOTAL PRESSURE (INCHES OF WATER)
SP STATIC PRESSURE (INCHES OF WATER)
Rh
RPS
RELATIVE HUMIDITY
ROOM PRESSURE SENSOR
KWH
KW KILOWATT
KILOWATT HOUR
HB HOSE BIBB
FS FLOOR SINK
FCO FLOOR CLEANOUT
ENT ENTERING
DX DIRECT EXPANSION
BTU
BTUH
BRITISH THERMAL UNIT
BTU PER HOUR
BHP BRAKE HORSEPOWER
DUCTWORK SYMBOLS
VENT
SECTION SYMBOLS
SDVV SINGLE DUCT VARIABLE VOLUME
ST SOUND TRAP
TYP. TYPICAL
CONT. CONTINUATION
DDC DIRECT DIGITAL CONTROL
EMCS ENERGY MANAGEMENT CONTROL SYSTEM
FT. FEET
F.G. FILTER GAUGE
FB FLAT BOTTOM
MA MAIN AIR (CONTROLS)
NOTE: NOT ALL ABBREVIATIONS AND
SYMBOLS APPLY TO THIS PROJECT.
COMBI…
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