CH053CH052CH051
CHEMISTRY LAB
C106
BV
C105
CLEAN LAB
C105A
GRINDING
C105B
SAMPLE STOR
C103
RECEIPT & DATAENTRY
C101
STOR
CS111
W
CR112
M
CR113
MECH
CM114
ICP-MS
C110
INSTRUMENT RM
C108WASHING
C102
BALANCE RM
C106B
CHEM & FLAMSTOR
C106A
EQ & STOR
C107
CH053CH052CH051
(BELOW)
CH016
CH080
CH081
CH091
CH092
CH093
CH090
CH083CH084
CH076
CH008
CH009
CH014
CH015
CH019
CH020
CH013
CH057
CH058
CH006
CH007
CH070
CH010
CH035
CH027
CH037
CH029
CH028
CH005CH003 CH004
CH050
CH049
CH002
CH017
CH082
CH077
CH085
CH023 CH012
CH039
CH040
CH011
CH059 CH060
CH061
CH031
CH032
CH089
CH062 CH063
CH078
CH045
CH047
CH046
CH025
CH026
CH074CH075
CH038
CH030
CH024
CH088
CH086
CH041
CH042
CH001
CH043
CH071
CH018
CH054 CH055
CH034
CH033
CH048
CH022
CH021
N2CYLINDER
CH073
CH079
CH056
CH057
CH036
CH044
CH066 CH067
CH065CH064
CH069 CH068
(BELOW)
CH072
CH087
5
QL-904
4
QL-904
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
NO
T F
OR
CO
NS
TR
UC
TIO
N
PROJECT
REVISIONS
SHEET NO
DRAWING NAME
SEAL
DATE
REVIEWED BY
PROJECT NO
DRAWN BY
50%CONSTRUCTION
DOCUMENTS
08/02/2020
411 North Tenth Street, Suite 400St. Louis, Missouri 63101t. 314-289-9202 f. 314-289-6167www.herainc.com
8/5
/20
20
4:5
8:5
1 P
M
NM
SU
NM
DE
PT
OF
AG
RIC
UL
TU
RE
NE
W C
ON
ST
RU
CT
ION
/ R
EN
OV
AT
ION
LA
S C
RU
CE
S, N
EW
ME
XIC
O
QL-142
ENLARGED LABEQUIPMENT PLAN- CHEMISTRY
JHL
19-0056.001
CJH
N
0' 2' 4' 8' 16'
1/4" = 1'-0"1
ENLARGED LAB EQUIPMENT PLAN - CHEMISTRY
LABORATORY FURNISHINGS AND EQUIPMENT KEYED NOTES
SHOWN
1 ELECTRICAL RACEWAY (WIREMOLD) - SEE ELEC
2 TOMBSTONE - DOUBLE SIDED, 4 ELECTRICAL OUTLETS, EACH SIDE - SEE ELEC
3 TOMBSTONE - DOUBLE SIDED, 2 DATA OUTLETS, EACH SIDE - SEE ELEC
4 TOMBSTONE - SINGLE SIDED, 4 ELECTRICAL OUTLETS - SEE ELEC
5 TOMBSTONE - SINGLE SIDED, 2 DATA OUTLETS - SEE ELEC
6 OVERHEAD CORD REEL - SEE ELEC
7 DUPLEX ELECTRICAL OUTLET - SEE ELEC
8 DUPLEX DATA OUTLET - SEE ELEC
9 FLOOR DRAIN - SEE PLUMBING
10 WALL SUPPLY AND DRAIN BOX, RECESSED - SEE PLUMBING
11 ISLAND COUNTERTOP AND BASE IN ECHELON LEVEL 1 AND 2 - SEE STRUCTURAL
12 VACUUM ON / OFF SWTICH, DECK MOUNTED, WIRED TO VACUUM PUMP CABINET - SEE ELEC
13 EXISTING ELECTRICAL PANELS TO REMAIN; LEAVE AREA CLEAR
14 EXISTING WALL PLUMBING ITEM TO REMAIN; LEAVE AREA CLEAR
15 EXISTING FLOOR DRAIN TO REMAIN
16 TOMBSTONE - SINGLE SIDED, 2 ELECTRICAL OUTLETS - SEE ELEC
17 TOMBSTONE - SPECIAL PLUG - SEE ELEC
18 COAT HOOKS
19 FLOOR TO CEILING FILLER PANEL BETWEEN FUME HOOD AND WALL
CT
R T
OP
H4
" U
NO
1"
SE
E E
LE
CC
AB
H
SE
E C
SW
K T
YP
E
3" NOM
1" UNOUTILITY SPACE
CAB D
CTR TOP D
4"
NO
M
CEILING (SEE ARCH)
WALL CAB
BACKING, TYP
UCL, WHERE INDICATED
RACEWAY (SEE ELEC)
SEALANT, TYP.
SPLASH
CTR TOP
BASE CAB
UTILITY SPACEFRAMING (DASHED)@ 48"O.C. MAX
1" UNO1" UNO
CAB D
UTILITY SPACE
CAB D
CTR TOP D
BENCH TOP ITEMS (DASHED),WHERE OCCURS
CTR TOP
BASE CABINETS
UTILITY SPACEFRAMING (DASHED)@ 48" O.C. MAX
APPLIED BASE,(SEE ARCH)
CT
R T
OP
H
CAB D
SLOPED TOP (DASHED) WHERE INDICATED
APPLIED BASE, (SEE ARCH)
1X WD CLEAT
CT
R T
OP
H
CTR TOP D
CAB D 1" UNO
1x WD CLEAT
ABOVE CTR ITEMS (DASHED), WHERE INDICATED
BACKING, TYP.
APERIMETER
BISLAND / PENINSULA
CPERIMETER - CTR TOP
WORK SURFACE
4" H NOM TABLE FRAME
2" SQ NOM TABLE LEGS
LOWER H FRAME, LEG RAIL & OFFSET STRETCHER
BEL - FRONT/BACK
APLAN
CTYP
W
TYP UNO1" OVERHANG
DH
BTYP
CEL - SIDES
BACK
FRONT
LE
FT
CT
R T
OP
T
LEVELING DEVICES OR CASTERS AS SCHEDULED
WORK SURFACE
TABLE FRAME
TABLE LEGS
RIG
HT
WORK SURFACE
3" H NOMHVY DUTY TABLE FRAME
2" SQ NOM TABLE LEGS
LOWER U FRAME, LEG RAILS & BACK STRETCHER
BEL - FRONT/BACK
APLAN
CTYP
W
TYP UNO1" OVERHANG
DH
BTYP
CEL - SIDES
BACK
FRONT
LE
FT
CT
R T
OP
T
LEVELING DEVICES OR CASTERS AS SCHEDULED
WORK SURFACE
HVY DUTY TABLE FRAME
TABLE LEGS
RIG
HT
WORK SURFACE
CANTILEVER TABLE FRAME
CART FRAME
BEL - FRONT
APLAN
CTYP
W
D
H (
WK
SU
RF
AC
E)
H (
FR
AM
E)
B
CEL - RIGHT
BACK
FRONT
LE
FT
CT
R T
OP
T
CASTERS, TYPE AS SCHEDULED
WORK SURFACE
CANTILEVER TABLE FRAME
HANGING RAIL
CART FRAME
RIG
HT
1"
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
NO
T F
OR
CO
NS
TR
UC
TIO
N
PROJECT
REVISIONS
SHEET NO
DRAWING NAME
SEAL
DATE
REVIEWED BY
PROJECT NO
DRAWN BY
50%CONSTRUCTION
DOCUMENTS
08/02/2020
411 North Tenth Street, Suite 400St. Louis, Missouri 63101t. 314-289-9202 f. 314-289-6167www.herainc.com
8/5
/20
20
4:5
8:5
3 P
M
NM
SU
NM
DE
PT
OF
AG
RIC
UL
TU
RE
NE
W C
ON
ST
RU
CT
ION
/ R
EN
OV
AT
ION
LA
S C
RU
CE
S, N
EW
ME
XIC
O
QL-902
LABORATORYTABLE ANDMOBILE CARTDETAILS
JHL
19-0056.001
CJH
1/2" = 1'-0"1
DETAIL - STANDARD METAL TABLE FRAME - TYPE A1/2" = 1'-0"
2DETAIL - HEAVY DUTY METAL TABLE FRAME - TYPE B
1/2" = 1'-0"3
DETAIL - STANDARD DUTY MOBILE CART
W D
CLG(SEE ARCH)
PTN
CABINET ANCHOR KIT PER MFR (T&B)
BACKING,TYP
SPEC PURPOSESAFETY CABINET
AELEVATION
BSECTION
H
B
LEV CLG ESCUTCHEON
LEVSWIVEL
LEV TUBES & JOINTS - TOTAL LENGTH NOMINAL 51"
LEV HOOD - CLEAR DOME HOOD;NOMINAL 14" DIAMETER
10"
NO
M
6' -
2"
CE
ILIN
G H
(SE
E A
RC
H)
FLOOR
6"
1' -
0"
1' -
0"
LEV CLG BRACKET
EXH DUCT - SEE MECH
LEV DUCT CONNECTION
LEV LOWER ANCHOR PLATE
LEV UPPER ANCHOR PLATE
SCF SUPPORT FRAMINGSEE ARCH
CLG - SEE ARCH
STRUCTURE ABOVE
FACE OF PTN(SEE ARCH)OR LAB CSWK (SEE LAB PLANS)
SCF P1000T
GAS CYLINDER BRACKET
NOM 9" DIA GAS CYLINDER,VERIFY W/ OWNER (OFOI)
TOP & BOT BRACKETS & SCF ASSEMBLY (SAFETY STRAPS & CHAINS NOT SHOWN)
NOM 1'-0" OC VERIFY W/ BRACKET MFR
APLAN
BELEVATION
B
1' - 0" 1' - 0"
1' -
3"
AL
IGN
TO
P O
F B
RA
CK
ET
W
/ C
TR
TO
P @
SIN
K
CSECTION
BACKING, TYP.
1" MIN TYP
# OF BRACKETS VARIES -SEE PLAN
C
PTN
Z-ANCHORBRACKET @24" OC MAX
BACKING
GAS CYLINDERRACK TUBE FRAME
CYLINDERVERIFY W/ OWNER (OFOI)B
APLAN
BELEVATION
CSECTION
# OF RACK MODULESVARIES, SEE PLAN
12" TYP
RACKTUBING
RA
CK
TU
BIN
G
1-3
CY
LIN
DE
RS
DE
EP
, S
EE
PL
AN
2' -
6"
RACK TUBING
OPEN
OPEN
OP
EN
OP
EN
1' -
3"
FLOOR ANCHORS
SAFETY CHAINS
GAP
C
3' - 0"RACK
TUBINGRACK
TUBING
3' -
0" RA
CK
TU
BIN
G
# OF RACK MODULES VARIES (2 MAX) SEE PLAN
RACK TUBE FRAME
SAFETY CHAINS
DEWAR/TRANSPORTER
APLAN
B
3' -
4"
2' -
0"
BELEVATION
CSECTION
C
OPEN
OPEN
OPEN
OPEN
PTN(SEE ARCH)
Z-ANCHOR BRACKETS, 2 PER MODULE
BACKING
SAFETY CHAINS
FLOOR ANCHORS
RACK TUBING & STIFFENERS
LEV CLG ESCUTCHEON
LEVSWIVEL
LEV TUBES & JOINTS - TOTAL LENGTH NOMINAL 51"
LEV HOOD - ROUND METAL HOOD;NOMINAL 10" DIAMETER
10"
NO
M
7' -
0"
CE
ILIN
G H
(SE
E A
RC
H)
FLOOR
6"
1' -
0"
1' -
0"
LEV CLG BRACKET
EXH DUCT - SEE MECH
LEV DUCT CONNECTION
LEV LOWER ANCHOR PLATE
LEV UPPER ANCHOR PLATE
SCF SUPPORT FRAMINGSEE ARCH
CLG - SEE ARCH
STRUCTURE ABOVE
LEV CLG ESCUTCHEON
LEV SWIVEL
LEV TUBES & JOINTS - TOTAL LENGTH NOMINAL 60"
LEV HOOD - ROUND METAL HOOD;NOMINAL 10" DIAMETER
10"
NO
M
7' -
10
"CE
ILIN
G H
(SE
E A
RC
H)
FLOOR
6"
1' -
0"
1' -
0"
LEV CLG BRACKET
EXH DUCT - SEE MECH
LEV DUCT CONNECTION
LEV LOWER ANCHOR PLATE
LEV UPPER ANCHOR PLATE
SCF SUPPORT FRAMINGSEE ARCH
CLG - SEE ARCH
STRUCTURE ABOVE
LEV CLG ESCUTCHEON
LEV SWIVEL
LEV TUBES & JOINTS - TOTAL LENGTH NOMINAL 60"
LEV HOOD - CLEAR DOME HOOD;NOMINAL 14" DIAMETER
10"
NO
M
7' -
10
"CE
ILIN
G H
(SE
E A
RC
H)
FLOOR
6"
1' -
0"
1' -
0"
LEV CLG BRACKET
EXH DUCT - SEE MECH
LEV DUCT CONNECTION
LEV LOWER ANCHOR PLATE
LEV UPPER ANCHOR PLATE
SCF SUPPORT FRAMINGSEE ARCH
CLG - SEE ARCH
STRUCTURE ABOVE
CLG(SEE ARCH)
AELEVATION
BSECTION
B
RAMP
HANDEL
GLASS DOORS (BOTH SIDES)
CHAMBERWIDTH
CHAMBERDEPTH
PTR(SEE ARCH)
CH
AM
BE
RH
EIG
HT
D
CLG(SEE ARCH)
PTN
ANCHORCAB PERMFR
BACKING,TYP
AELEVATION
BSECTION
H
SUPPLY DUCT -SEE MECH
B
FIRE PROTECTION
PLUMBING - SEE MEP
W
VENT
HANDLE
ACCESS PANEL
WINDOW
W
MANIFOLD
CINSIDE OF CABINET
SPRINKLER HEAD
GAS CYLINDER
CYLINDER RESTRAINT
CE
ILIN
G H
CT
R T
OP
H
CEILING SHROUD
CEILING (SEE ARCH)
SERVICEFITTINGSWHERE OCCUR
UMBILICAL, REMOVABLEPANEL
UMBILICAL FIXED PANEL(PTN WHERE OCCURS)
PANEL REINFORCEMENT
UTILITY SPACE FRAMING@ CTR TOP OPNG, TYP
UMBILICAL OVERLAP @ CURB
CURB @ UMBILICAL
1-5/8" x 7/8" SCF PIPING SPTT & B @ 48" OC MAX
CTR TOP
X
AELEVATION
BSECTION
1"
5"
CU
RB
4"
2"
2"
+/-
QL-0XX
A
QL-0XX
B
QL-0XX
C
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
NO
T F
OR
CO
NS
TR
UC
TIO
N
PROJECT
REVISIONS
SHEET NO
DRAWING NAME
SEAL
DATE
REVIEWED BY
PROJECT NO
DRAWN BY
50%CONSTRUCTION
DOCUMENTS
08/02/2020
411 North Tenth Street, Suite 400St. Louis, Missouri 63101t. 314-289-9202 f. 314-289-6167www.herainc.com
8/5
/20
20
4:5
8:5
4 P
M
NM
SU
NM
DE
PT
OF
AG
RIC
UL
TU
RE
NE
W C
ON
ST
RU
CT
ION
/ R
EN
OV
AT
ION
LA
S C
RU
CE
S, N
EW
ME
XIC
O
QL-903
LABORATORYDETAILS -ACCESSORIES
JHL
19-0056.001
CJH
1/2" = 1'-0"4
SPECIAL PURPOSE SAFETY CABINET - FLAMMABLE/HAZARDOUS
1/2" = 1'-0"8
SECTION - LOCAL EXHAUST VENT TYPE-A1 (CEILING)
1/2" = 1'-0"1
GAS CYLINDER BRACKET1/2" = 1'-0"
2GAS CYLINDER RACK TYPE A
1/2" = 1'-0"3
GAS CYLINDER RACK TYPE-C (DEWAR/TRANSFER)
1/2" = 1'-0"9
SECTION - LOCAL EXHAUST VENT TYPE-A2 (CEILING)1/2" = 1'-0"
10SECTION - LOCAL EXHAUST VENT TYPE-A3 (CEILING)
1/2" = 1'-0"11
SECTION - LOCAL EXHAUST VENT TYPE-A4 (CEILING)
1/2" = 1'-0"5
PASS THRU - FLOOR MOUNTED1/2" = 1'-0"
6GAS CYLINDER CABINET
1" = 1'-0"7
UMBILICAL, (METAL) TYP EL & SECTION
2-FITTING GROUP1-FITTING GROUP
/SIDEOF CABINET
3-FITTING GROUP
ISLA
ND
/P
EN
INS
ULA
BACK SPLASH @ PERIMETER CTR TOP (DASHED)
SERVICE FITINGS
/SIDEOF CABINET
/SIDEOF CABINET
3"
SP
LA
SH
5 1/2" 5 1/2" 5 1/2"
PE
RIM
ET
ER
CT
R T
OP
D
ISL
AN
D /
PE
NIN
SU
LA
7"
ELEC / DATA PEDESTAL
/SIDEOF CABINET
FRONT EDGEOF CTR TOP
6"CUP SINK
CUP SINK - PERIMETER
7" 7"
/SIDEOF CABINET
FITTING HANDLES
CUP SINK -CENTERED ON ISLAND/PENINSULA
SINK
PW SERVICE FITTING
TYPES WHERE OCCURS, SEE LAB PLANS
SPLASH
CTR TOP
CL
SIN
K D
NO
M.
4 1
/2"
CT
R T
OP
D
SERVICES
SINK
3"
10" 10"
SINK BASE CAB
SINK W UNOEQ
UNOEQ
H/C
EW
FLOOR
H -
SE
E P
LA
N
SEE PLAN
SERVICE FITTING
UMBILICAL TO CONCEAL UTILITIES RUNNING FROM THE CEILING TO THE UTILITY CHASE BEHIND THE CASEWORK
STANDING HEIGHT CASEWORK, COUNTERTOP 36" AFF
SITTING HEIGHT CASEWORK, COUNTERTOP 30" AFF
UTILITY CHASE BETWEEN CASEWORK
COUNTERTOPCOUNTERTOP
CUSTOM HEIGHT BACKSPLASH TO FILL BETWEEN THE 30" AND 36" COUNTERTOP
ADD FRAMING AS NEEDED TO SUPPORT CUSTOM BACKSPLASH
FLOOR, SEE ARCH
CEILING, SEE ARCH
UMBILICAL TO CONCEAL UTILITIES RUNNING FROM THE CEILING TO THE UTILITY CHASE BEHIND THE CASEWORK
STANDING HEIGHT CASEWORK, COUNTERTOP 36" AFF
UTILITY CHASE BETWEEN CASEWORK AND FINISH PANEL
COUNTERTOP
ADD FRAMING AS NEEDED TO SUPPORT FINISH PANEL
FLOOR, SEE ARCH
CEILING, SEE ARCH
METAL FINISH PANEL
1"
W
CUP SINK, WHERE OCCURS
NO
M 3
6"
D
APLAN
B
UPPER BYPASS(DASHED) PERHOOD VENTILATIONTYPE
CEILING ENCLOSURE
CEILING (SEE ARCH)
DUCT AND TRANSITION(SEE MECH)
BASE CABINETS (SEE ELEV)C
TR
T
OP
H
34
" M
AX
A
IR F
OIL
/
HOOD WORK SURFACE / FLUSH AIRFOIL
SASH
ACCESS PANEL OR REMOVABLE PANEL
4"
CL
G H
(S
EE
A
RC
H)
54
" N
OM
H
UTILITY SERVICES (SEE PLAN)
BELEVATION
PER MFR,TYP
PE
R M
FR
W
NO
M 3
6"
D
APLAN
B
UPPER BYPASS(DASHED) PERHOOD VENTILATIONTYPE
CEILING ENCLOSURE
CEILING (SEE ARCH)
DUCT AND TRANSITION(SEE MECH)
SUPPORT STAND
CT
R
TO
P H
2' -
6"
HOOD WORK SURFACE / FLUSH AIRFOIL
SASH
ACCESS PANEL OR REMOVABLE PANEL
4"
CL
G H
(S
EE
A
RC
H)
54
" N
OM
H
UTILITY SERVICES (SEE PLAN)
BELEVATION
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
NO
T F
OR
CO
NS
TR
UC
TIO
N
PROJECT
REVISIONS
SHEET NO
DRAWING NAME
SEAL
DATE
REVIEWED BY
PROJECT NO
DRAWN BY
50%CONSTRUCTION
DOCUMENTS
08/02/2020
411 North Tenth Street, Suite 400St. Louis, Missouri 63101t. 314-289-9202 f. 314-289-6167www.herainc.com
8/5
/20
20
4:5
8:5
5 P
M
NM
SU
NM
DE
PT
OF
AG
RIC
UL
TU
RE
NE
W C
ON
ST
RU
CT
ION
/ R
EN
OV
AT
ION
LA
S C
RU
CE
S, N
EW
ME
XIC
O
QL-904
LABORATORYDETAILS -SERVICES ANDFUME HOODSECTIONS
JHL
19-0056.001
CJH
1/2" = 1'-0"3
PLAN - DECK MOUNTED FITTING LOCATIONS1/2" = 1'-0"
1TYPICAL SINK SERVICE FITTING PLAN
1/2" = 1'-0"2
EL - WALL FITTING LOCATIONS
1/2" = 1'-0"5
CHEMISTRY MAIN LAB - EAST ISLAND BENCH1/2" = 1'-0"
4CHEMISTRY MAIN LAB - WEST ISLAND BENCH
1/2" = 1'-0"6
FUME HOOD - GENERAL PURPOSE1/2" = 1'-0"
7FUME HOOD - GENERAL PURPOSE - SITTING HEIGHT
KEY PLAN
NO
RT
H
LEGEND
REFERENCE KEYNOTES
SHEET KEYNOTES ?
GENERAL SHEET NOTES
A. PLAN DIMENSIONS ARE TO FINISHED FACE OF WALL OR GRID LINE, UNLESS NOTED OTHERWISE.
B. REFER TO FINISH LEGEND ON AFXXX FOR MORE FINISH INFORMATION.C. ALL INTERIOR FINISHES FLAME SPREAD REQUIREMENTS SHALL BE COMPLIANT WITH IBC
2015/ SECTION 803.X D. REFER TO REFLECTED CEILING PLANS FOR CEILING FINISH INFORMATION, INCLUDING
ACCENT PAINT LOCATIONS.E. FOR ALL FINISH TRANSITIONS THAT OCCUR AT DOORWAYS, TRANSITION MATERIAL AT
CENTERLINE OF DOOR WHEN CLOSED, REF AF621 FOR MORE DETAILS.F. GYPSUM BOARD WALLS TO BE PAINTED P-1, UNLESS NOTED OTHERWISE.G. GYPSUM BOARD WALLS WITHOUT TILE AND ALL CASEWORK TOEKICKS TO RECEIVE RB-1,
UNLESS NOTED OTHERWISEH. CERAMIC TILE TO BE CENTERED IN ROOM, UNLESS NOTED OTHERWISE. AVOID USING
LESS THAN HALF THE WIDTH OF STANDARD TILES.I. EXPOSED INTERIOR STEEL TO BE PAINTED P-X, UNLESS NOTED OTHERWISE. J. HOLLOW METAL DOORS AND FRAMES TO BE PAINTED P-X, UNLESS NOTED OTHERWISE.K. ALL OUTSIDE GYP BOARD CORNERS TO RECEIVE CORNER GUARDS WP-X; CORNERS WITH
WALL TILE TO RECEIVE INTEGRAL CORNER GUARDS, REF AFXXX.
XX-X FLOOR FINISH
EXTENTS OF SPECIALTY WALL FINISH
XX-X
FLOORING CHANGE, TRANSITION REQUIRED
FLOORING PATTERN CHANGE, TRANSITION NOT REQUIRED
N.I.C.
C
F
E
D
EQ & STORC107
CHEM & FLAMSTORC106A
BALANCE RMC106B
INSTRUMENTRMC108
WASHINGC102
CHEMISTRYLABC106
BVC105
CLEAN LABC105A GRINDING
C105B
SAMPLE STORC103
RECEIPT &DATA ENTRY
C101
WCR112
MCR113
MECHCM114
STORCS111
ICP-MSC110
FIREC109
RF-2RF-2
RF-2
RF-2
RF-2
RF-2RF-2
RF-2
RF-2
RF-2
C-1
T-1
T-1
C-2
C-2
C-2
(E)2 (E)1(E)3(E)4(E)5
(E)C
(E)B
(E)A.1
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
NO
T F
OR
CO
NS
TR
UC
TIO
N
PROJECT
REVISIONS
SHEET NO
DRAWING NAME
SEAL
DATE
REVIEWED BY
PROJECT NO
DRAWN BY
50%CONSTRUCTION
DOCUMENTS
08/02/2020
8/1
0/2
02
0 1
:38
:29
PM
NM
SU
NM
DE
PT
OF
AG
RIC
ULT
UR
EN
EW
CO
NS
TR
UC
TIO
N /
RE
NO
VA
TIO
N
LA
S C
RU
CE
S, N
EW
ME
XIC
O
AF101C
LEVEL 1 FINISHFLOORPLAN-CHEMISTRY
Approver
19-0056.001
NJ
1/8" = 1'-0"A1AF-FP-1 - CHEMISTRY FINISH PLAN
FINISH LEGEND
03 3511 CONCRETE FINISHES (C-X)C-1 FINISH POLISHED
NOTES
C-2 FINISH SEALED
06 4100 PLASTIC LAMINATE (PL-X)PL-1 MFG TBD
PRODUCT TBDFINISH TBDEDGE BAND TBD
06 8316 FIBERGLASS REINFORCED PANELING (FRP-X)FRP-1 MFG MARLITE
TYPE STANDARDCOLOR WHITEFINISH SMOOTHNOTES JANITORS ROOM
09 3000 TILING (T-X)T-1 MFG TBD
STYLE TBDCOLOR TBDSIZE TBDGROUT TBDINSTALLATION TBDNOTES FLOOR TILE
T-2 MFG TBDSTYLE TBDCOLOR TBDSIZE TBDGROUT TBDINSTALLATION TBDNOTES WALL TILE
09 5100 ACOUSTICAL CEILINGS (AC-X)AC-1 MFG ARMSTRONG
PRODUCT FISSURED-755EDGE SQUARESIZE 24" X 48"GRID PRELUDE 15/16" GRID WHITE
AC-2 MFG ARMSTRONGPRODUCT GEORGIAN HIGH WASHABILITYEDGE SQUARESIZE 24" X 48"GRIDE PRELUDE 15/16" GRID WHITE
09 6500 RESILIENT FLOORING (RF-1)RF-1 MFG
PRODUCTSIZECOLOR
RF-2 MFGPRODUCTSIZECOLOR
09 6500 RESILIENT FLOORING (RA-X)RA-1 MFG JOHNSONITE
STYLE 4" RUBBERCOLOR TBD
09 6700 FLUID-APPLIED FLOORING (FF-X)FF-1 MFG
PRODUCTCOLOR
09 6813 TILE CARPETING (TCP-X)TCP-1 MFG
PRODUCTSTYLECOLORNOTES
09 9123 PAINTING (P-X)P-1 MFG
COLORLRVNOTES
P-2 MFGCOLORLRVNOTES
P-3 MFGCOLORLRVNOTES
P-4 MFGCOLORLRVNOTES
10 2600 WALL AND CORNER GUARDS (CG-X)CG-1 MFG KOROGUARD
MODEL CORNER GUARDSIZE 1" FLANGENOTES 8'-0" FROM TOP OF BASEFINISH STAINLESS STEEL
12 3600 COUNTERTOPS - SOLID SURFACE (SS-X)SS-1 MFG CORIAN
COLOR TBDTHICKNESS 1/2"
AREA M
AREA C
AREA N
DNDN
KEY PLAN
NO
RT
H
LEGEND
REFERENCE KEYNOTES
SHEET KEYNOTES ?
GENERAL SHEET NOTES
A. PLAN DIMENSIONS ARE TO FINISHED FACE OF WALL OR GRID LINE, UNLESS NOTED OTHERWISE.
B. REFER TO FINISH LEGEND ON AFXXX FOR MORE FINISH INFORMATION.C. ALL INTERIOR FINISHES FLAME SPREAD REQUIREMENTS SHALL BE COMPLIANT WITH IBC
2015/ SECTION 803.X D. REFER TO REFLECTED CEILING PLANS FOR CEILING FINISH INFORMATION, INCLUDING
ACCENT PAINT LOCATIONS.E. FOR ALL FINISH TRANSITIONS THAT OCCUR AT DOORWAYS, TRANSITION MATERIAL AT
CENTERLINE OF DOOR WHEN CLOSED, REF AF621 FOR MORE DETAILS.F. GYPSUM BOARD WALLS TO BE PAINTED P-1, UNLESS NOTED OTHERWISE.G. GYPSUM BOARD WALLS WITHOUT TILE AND ALL CASEWORK TOEKICKS TO RECEIVE RB-1,
UNLESS NOTED OTHERWISEH. CERAMIC TILE TO BE CENTERED IN ROOM, UNLESS NOTED OTHERWISE. AVOID USING
LESS THAN HALF THE WIDTH OF STANDARD TILES.I. EXPOSED INTERIOR STEEL TO BE PAINTED P-X, UNLESS NOTED OTHERWISE. J. HOLLOW METAL DOORS AND FRAMES TO BE PAINTED P-X, UNLESS NOTED OTHERWISE.K. ALL OUTSIDE GYP BOARD CORNERS TO RECEIVE CORNER GUARDS WP-X; CORNERS WITH
WALL TILE TO RECEIVE INTEGRAL CORNER GUARDS, REF AFXXX.
XX-X FLOOR FINISH
EXTENTS OF SPECIALTY WALL FINISH
XX-X
FLOORING CHANGE, TRANSITION REQUIRED
FLOORING PATTERN CHANGE, TRANSITION NOT REQUIRED
N.I.C.
MARKETING
M136
OFFICE
M146
STOR
MA101
C-2
C-2
TCP-1
TCP-1
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
NO
T F
OR
CO
NS
TR
UC
TIO
N
PROJECT
REVISIONS
SHEET NO
DRAWING NAME
SEAL
DATE
REVIEWED BY
PROJECT NO
DRAWN BY
50%CONSTRUCTION
DOCUMENTS
08/02/2020
8/1
0/2
02
0 1
:38
:31
PM
NM
SU
NM
DE
PT
OF
AG
RIC
ULT
UR
EN
EW
CO
NS
TR
UC
TIO
N /
RE
NO
VA
TIO
N
LA
S C
RU
CE
S, N
EW
ME
XIC
O
AF101M
LEVEL 1 FINISHFLOORPLAN-MARKETING
Approver
19-0056.001
NJ
1/8" = 1'-0"A1AF-FP-1 - MARKETING FINISH PLAN
AREA M
AREA C
AREA N
03 3511 CONCRETE FINISHES (C-X)C-1 FINISH POLISHED
NOTES
C-2 FINISH SEALED
09 5100 ACOUSTICAL CEILINGS (AC-X)AC-1 MFG ARMSTRONG
PRODUCT FISSURED-755EDGE SQUARESIZE 24" X 48"GRID PRELUDE 15/16" GRID WHITE
09 6813 TILE CARPETING (TCP-X)TCP-1 MFG
PRODUCTSTYLECOLORSIZEINSTALLNOTES
09 6500 RESILIENT FLOORING (RA-X)RA-1 MFG JOHNSONITE
STYLE 4" RUBBERCOLOR TBD
09 9123 PAINTING (P-X)P-1 MFG
COLORLRVNOTES
P-2 MFGCOLORLRVNOTES
P-3 MFGCOLORLRVNOTES
P-4 MFGCOLORLRVNOTES
FINISH LEGEND
DN
DN
KEY PLAN
NO
RT
H
LEGEND
REFERENCE KEYNOTES
SHEET KEYNOTES ?
GENERAL SHEET NOTES
A. PLAN DIMENSIONS ARE TO FINISHED FACE OF WALL OR GRID LINE, UNLESS NOTED OTHERWISE.
B. REFER TO FINISH LEGEND ON AFXXX FOR MORE FINISH INFORMATION.C. ALL INTERIOR FINISHES FLAME SPREAD REQUIREMENTS SHALL BE COMPLIANT WITH IBC
2015/ SECTION 803.X D. REFER TO REFLECTED CEILING PLANS FOR CEILING FINISH INFORMATION, INCLUDING
ACCENT PAINT LOCATIONS.E. FOR ALL FINISH TRANSITIONS THAT OCCUR AT DOORWAYS, TRANSITION MATERIAL AT
CENTERLINE OF DOOR WHEN CLOSED, REF AF621 FOR MORE DETAILS.F. GYPSUM BOARD WALLS TO BE PAINTED P-1, UNLESS NOTED OTHERWISE.G. GYPSUM BOARD WALLS WITHOUT TILE AND ALL CASEWORK TOEKICKS TO RECEIVE RB-1,
UNLESS NOTED OTHERWISEH. CERAMIC TILE TO BE CENTERED IN ROOM, UNLESS NOTED OTHERWISE. AVOID USING
LESS THAN HALF THE WIDTH OF STANDARD TILES.I. EXPOSED INTERIOR STEEL TO BE PAINTED P-X, UNLESS NOTED OTHERWISE. J. HOLLOW METAL DOORS AND FRAMES TO BE PAINTED P-X, UNLESS NOTED OTHERWISE.K. ALL OUTSIDE GYP BOARD CORNERS TO RECEIVE CORNER GUARDS WP-X; CORNERS WITH
WALL TILE TO RECEIVE INTEGRAL CORNER GUARDS, REF AFXXX.
XX-X FLOOR FINISH
EXTENTS OF SPECIALTY WALL FINISH
XX-X
FLOORING CHANGE, TRANSITION REQUIRED
FLOORING PATTERN CHANGE, TRANSITION NOT REQUIRED
N.I.C.
C
65421
B
A
7
M
L
K
J
H
F
E
D
G
STORAGE118A
COOL STOR
112B
KIT PREP112C
SEED LAB
110
M
R107B
W
R107A
OFFICE102D
OFFICE
102C
OFFICE
102B
OFFICE
102A
ECHELONLEVEL 1 AND 2
116B
PROVERSTATION
120
ELEC115 OIL/AF
STOR
112D
MDF
T111
ENGINE LAB
112A
DRUM STOR
117
MAIN LAB
112
JAN
J109
LAB OFFICES
102
CENTRALRECEIVING
114
MECH/BOILERM119
VESTIBULE
123
DOCK STAGING
121
RECEIPT DATAENTRY
116
LARGE MASS
118
MECHM116
BV
116A
VEST
103ACORRIDOR
103
CORRIDOR
101
VEND
104
UR105
RF-1
RF-1 RF-1 RF-1 RF-1
C-2C-2
C-2
C-1
C-1
C-2
C-1
T-1 T-1
T-1
FF-1
FF-1
FF-1
C-2
C-2
C-1
C-1
C-1
C-1
C-1
C-1
C-2
C-1
31.7 6.3
FF-1
RF-1
H.1
G.5
K.8
2.61.2
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
NO
T F
OR
CO
NS
TR
UC
TIO
N
PROJECT
REVISIONS
SHEET NO
DRAWING NAME
SEAL
DATE
REVIEWED BY
PROJECT NO
DRAWN BY
50%CONSTRUCTION
DOCUMENTS
08/02/2020
8/1
0/2
02
0 1
:38
:36
PM
NM
SU
NM
DE
PT
OF
AG
RIC
ULT
UR
EN
EW
CO
NS
TR
UC
TIO
N /
RE
NO
VA
TIO
N
LA
S C
RU
CE
S, N
EW
ME
XIC
O
AF101N
LEVEL 1 FINISHFLOOR PLAN -NEW LAB
Approver
19-0056.001
NJ
NO
RT
H
1/8" = 1'-0"A3AF-FP-1 - NEW LAB
AREA M
AREA C
AREA N
09 32 00.08
??
?09 32 00.20?
EX
CE
PT
WH
ER
E N
OT
ED
OT
HE
RW
ISE
IN
DW
GS
4"
09 32 00.14
09 32 00.13
09 00 00.01
03 30 00.14
09 32 00.15
09 68 00.C1
09 68 00.C1
09 60 00.0209 32 00.21
WALL BEYOND
09 2116-A
09 32 00.11
?
09 68 00.C1
09 32 00.19?
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
NO
T F
OR
CO
NS
TR
UC
TIO
N
PROJECT
REVISIONS
SHEET NO
DRAWING NAME
SEAL
DATE
REVIEWED BY
PROJECT NO
DRAWN BY
50%CONSTRUCTION
DOCUMENTS
08/02/2020
8/1
0/2
02
0 1
:38
:40
PM
NM
SU
NM
DE
PT
OF
AG
RIC
ULT
UR
EN
EW
CO
NS
TR
UC
TIO
N /
RE
NO
VA
TIO
N
LA
S C
RU
CE
S, N
EW
ME
XIC
O
AF621N
FINISH LEGEND -NEW LAB
Approver
19-0056.001
NJ
FINISH LEGEND
03 3511 CONCRETE FINISHES (C-X)C-1 FINISH POLISHED
NOTES
C-2 FINISH SEALED
06 4100 PLASTIC LAMINATE (PL-X)PL-1 MFG TBD
PRODUCT TBDFINISH TBDEDGE BAND TBD
06 8316 FIBERGLASS REINFORCED PANELING (FRP-X)FRP-1 MFG MARLITE
TYPE STANDARDCOLOR WHITEFINISH SMOOTHNOTES JANITORS ROOM
09 3000 TILING (T-X)T-1 MFG TBD
STYLE TBDCOLOR TBDSIZE TBDGROUT TBDINSTALLATION TBDNOTES FLOOR TILE
T-2 MFG TBDSTYLE TBDCOLOR TBDSIZE TBDGROUT TBDINSTALLATION TBDNOTES WALL TILE
09 5100 ACOUSTICAL CEILINGS (AC-X)AC-1 MFG ARMSTRONG
PRODUCT FISSURED-755EDGE SQUARESIZE 24" X 48"GRID PRELUDE 15/16" GRID WHITE
AC-2 MFG ARMSTRONGPRODUCT GEORGIAN HIGH WASHABILITYEDGE SQUARESIZE 24" X 48"GRIDE PRELUDE 15/16" GRID WHITE
12" = 1'-0"B4Resilient to Resilient
12" = 1'-0"B5Resilient to Tile
12" = 1'-0"A5Cove Base Detail
09 6500 RESILIENT FLOORING (RF-1)RF-1 MFG
PRODUCTSIZECOLOR
RF-2 MFGPRODUCTSIZECOLOR
09 6500 RESILIENT FLOORING (RA-X)RA-1 MFG JOHNSONITE
STYLE 4" RUBBERCOLOR TBD
09 6700 FLUID-APPLIED FLOORING (FF-X)FF-1 MFG
PRODUCTCOLOR
09 6813 TILE CARPETING (TCP-X)TCP-1 MFG
PRODUCTSTYLECOLORNOTES
09 9123 PAINTING (P-X)P-1 MFG
COLORLRVNOTES
P-2 MFGCOLORLRVNOTES
P-3 MFGCOLORLRVNOTES
P-4 MFGCOLORLRVNOTES
10 2600 WALL AND CORNER GUARDS (CG-X)CG-1 MFG KOROGUARD
MODEL CORNER GUARDSIZE 1" FLANGENOTES 8'-0" FROM TOP OF BASEFINISH STAINLESS STEEL
12 3600 COUNTERTOPS - SOLID SURFACE (SS-X)SS-1 MFG CORIAN
COLOR TBDTHICKNESS 1/2"
12" = 1'-0"A3Tile Corner W/ Cut Tile
12" = 1'-0"C5Concrete to Carpet
12" = 1'-0"C4Resilient to Carpet
12" = 1'-0"A4Resilient to Resinous
12" = 1'-0"C3Wall Tile W/ Metal Trim
12" = 1'-0"B3Tile to Carpet
KEY PLAN
NO
RT
H
REFERENCE KEYNOTES
SHEET KEYNOTES ?
GENERAL SHEET NOTES
A. FOR REFERENCE ONLY
C
F
E
D
EQ & STORC107
CHEM & FLAMSTORC106A
BALANCE RMC106B
INSTRUMENTRMC108
WASHINGC102
CHEMISTRYLABC106
BVC105
CLEAN LABC105A
GRINDINGC105B
SAMPLE STORC103
RECEIPT &DATA ENTRY
C101
WCR112
MCR113
MECHCM114
STORCS111
ICP-MSC110
FIREC109
(E)2 (E)1(E)3(E)4(E)5
(E)C
(E)B
(E)A.1
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
NO
T F
OR
CO
NS
TR
UC
TIO
N
PROJECT
REVISIONS
SHEET NO
DRAWING NAME
SEAL
DATE
REVIEWED BY
PROJECT NO
DRAWN BY
50%CONSTRUCTION
DOCUMENTS
08/02/2020
8/1
0/2
02
0 1
:38
:42
PM
NM
SU
NM
DE
PT
OF
AG
RIC
ULT
UR
EN
EW
CO
NS
TR
UC
TIO
N /
RE
NO
VA
TIO
N
LA
S C
RU
CE
S, N
EW
ME
XIC
O
IF101C
LEVEL 1FURNITUREPLAN-CHEMISTRY
Approver
19-0056.001
NJ
1/8" = 1'-0"1LEVEL 1 FINISH FLOOR PLAN-AREA B
FOR REFERENCEONLY
DN
UP
DN
DN
MARKETING
M136
OFFICE
M146
STOR
MA101
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
NO
T F
OR
CO
NS
TR
UC
TIO
N
PROJECT
REVISIONS
SHEET NO
DRAWING NAME
SEAL
DATE
REVIEWED BY
PROJECT NO
DRAWN BY
50%CONSTRUCTION
DOCUMENTS
08/02/2020
8/1
0/2
02
0 1
:38
:44
PM
NM
SU
NM
DE
PT
OF
AG
RIC
ULT
UR
EN
EW
CO
NS
TR
UC
TIO
N /
RE
NO
VA
TIO
N
LA
S C
RU
CE
S, N
EW
ME
XIC
O
IF101M
LEVEL 1FURNITURE PLAN- MARKETING
Approver
19-0056.001
NJ
1/8" = 1'-0"A5LEVEL 1 FURNITURE PLAN
NO
RT
H
FOR REFERENCEONLY
.
DN
DN
C
65421
B
A
7
M
L
K
J
H
F
E
D
G
3
3'-9 3/4"3'-8"
1.7 6.3
H.1
G.5
K.8
2.61.2
KEY PLAN
NO
RT
H
REFERENCE KEYNOTES
SHEET KEYNOTES ?
GENERAL SHEET NOTES
A. FOR REFERENCE ONLY
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
NO
T F
OR
CO
NS
TR
UC
TIO
N
PROJECT
REVISIONS
SHEET NO
DRAWING NAME
SEAL
DATE
REVIEWED BY
PROJECT NO
DRAWN BY
50%CONSTRUCTION
DOCUMENTS
08/02/2020
8/1
0/2
02
0 1
:38
:47
PM
NM
SU
NM
DE
PT
OF
AG
RIC
ULT
UR
EN
EW
CO
NS
TR
UC
TIO
N /
RE
NO
VA
TIO
N
LA
S C
RU
CE
S, N
EW
ME
XIC
O
IF101N
LEVEL 1FURNITUREPLAN-NEW LAB
Approver
19-0056.001
Author
1/8" = 1'-0"A1IF-FP-1 - NEW LAB
FOR REFERENCEONLY
ABBREVIATIONS
ABBR. DESCRIPTION ABBR.
ABOVE FINISHED FLOOR
ACCESS DOOR
DIAMETER
DOWN
DRINKING FOUNTAIN
EXISTING
EXPANSION
FEET PER MINUTE
FEET PER SECOND
GALLONS PER MINUTE
HORSEPOWER
HERTZ
INCHES PER SECOND
KILOWATTS
LAVATORY
DESCRIPTION
AFF
A.D.
DIA
DN
DF
(E)
EXP
FPM
FPS
GPM
HP
HZ
IPS
kW
LAV
POUNDS
THOUSAND BTU'S PER HOUR
NEW
NOT IN CONTRACT
NOMINAL
ON CENTER
PHASE
POINT OF CONNECTION
TEMPERATURE
TYPICAL
URINAL
VOLTAGE
VENT THROUGH ROOF
WATER CLOSET
LBS
MBH
(N)
N.I.C.
NOM
OC
PH
POC
TEMP
TYP
URN
V
VTR
WC
GENERAL NOTES
A. ALL AREAS ARE TO BE CONSIDERED AS FINISHED SPACES UNLESS NOTED OTHERWISE. SEE FLOOR PLANS AND DETAILS FOR ADDITIONAL REQUIREMENTS. ALL PIPING WORK IS TO BE CONCEALED UNLESS NOTED OTHERWISE.
B. COORDINATE FINAL LOCATIONS OF ALL FIXTURES WITH OWNER AND ARCHITECT WITH RESPECT TO MOUNTING HEIGHTS AND LOCATION.
C. COORDINATE UNDERGROUND PIPING WITH STRUCTURAL.D. COORDINATE LOCATION OF ALL MECHANICAL, ELECTRICAL AND FIRE
PROTECTION EQUIPMENT WITH THEIR TRADE DRAWINGS AND INSTALLING CONTRACTORS.
E. NOTE THAT THE IDENTIFICATION LABELS TO BE USED/MADE FOR ALL SYSTEMS MUST USE THE OWNER'S ROOM NUMBERS AND ROOM NAMES, NOT THE NUMBERS OR NAMES ON THE CONSTRUCTION DOCUMENTS. MEET WITH OWNER TO REVIEW AND CONFIRM ROOM NUMBERS AND NAMES PRIOR TO LABELING SYSTEMS.
F. ALL FINAL SCHEDULES AND TAGS ARE TO BE UPDATED AND CONFORM TO THE OWNER'S ROOM NUMBERS AND ROOM NAMES, NOT THE NUMBERS OR NAMES ON THE CONSTRUCTION DOCUMENTS. MEET WITH OWNER TO REVIEW AND CONFIRM ROOM NUMBERS AND NAMES PRIOR TO GENERATING FINAL TAGS AND LABELS.
G. PERFORM ALL CUTTING AND PATCHING NECESSARY TO PERFORM WORK. MATCH EXISTING MATERIALS, FINISHES, FIRE RATINGS, PAINT COLORS, ETC. IN ALL AREAS OF PATCHING.
H. PROVIDE ACCESS PANEL AS REQUIRED TO ACCESS EQUIPMENT, VALVES, CLEAN-OUT, ETC.; INSTALL ACCESS PANELS SUCH THAT TOP IS 36" ABOVE THE FINISHED FLOOR.
I. ALL CLEAN-OUT COVERS AND FLOOR DRAIN GRATE/STRAINERS SHALL BE A SATIN NICKEL FINISHED WITH TAMPER PROOF SCREW UNLESS NOTED OTHERWISE.
J. MINIMUM PIPE SIZE IS 3/4" UNLESS INDICATED OTHERWISE.
1. GENERAL NOTES
A. SUBMISSION OF PROPOSAL DIRECTLY OR INDIRECTLY IN CONNECTION WITH THIS WORK SHALL IMPLY THAT THE BIDDER HAS EXAMINED THE JOB SITE UNDER WHICH HE WILL BE OBLIGATED TO OPERATE SHOULD THEY BE AWARDED THE WORK UNDER THIS CONTRACT. NO EXTRA CHARGE WILL BE ALLOWED FOR FAILURE OF ANY BIDDER TO EXAMINE THE SITE PRIOR TO BID.
B. CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL DIMENSIONS IN THE FIELD, AND SHALL ADVISE THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES BEFORE PERFORMING THE WORK.
C. DO NOT SCALE DRAWINGS.
D. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT COMPLIANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. THE CONTRACTOR SHALL PROVIDE ALL HANGERS AND SUPPORTS REQUIRED FOR A COMPLETE INSTALLATION.
E. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER AND ALL OTHER CONTRACTORS.
F. CONTRACTOR SHALL PROVIDE LABOR TO RECEIVE, UNLOAD, STORE, PROTECT, AND TRANSFER TO POINT OF INSTALLATION, OWNER FURNISHED ITEMS.
G. WHERE CONDUIT, CABLES, DUCTWORK, OR PIPING PASSES THROUGH FIRE RATED FLOORS OR WALLS, THE SLEEVES SHALL BE COMPLETELY SEALED WITH A FIRE STOP MATERIAL BEING SUITABLE FOR THIS SERVICE. THIS MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE MANUFACTURER TO MAINTAIN THE FIRE RATING OF THE PENETRATED WALL OR FLOOR.
H. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CORING AS IT RELATES TO HIS WORK.
I. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE ENGINEER WITH (1) COMPLETE SET OF FULL SIZE AS-BUILT DOCUMENTS AND (3) COPIES OF OPERATIONS AND MAINTENANCE MANUALS (SHALL BE OBTAINED AT CONTRACTOR'S EXPENSE).
J. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE ENGINEER WITH (1) COMPLETE SET OF FULL SIZE AS-BUILT DOCUMENTS AND (3) COPIES OF OPERATIONS AND MAINTENANCE MANUALS (SHALL BE OBTAINED AT CONTRACTOR'S EXPENSE.
2. SUMMARY AND SCOPE OF WORK:
A. THE DRAWINGS INDICATE DIAGRAMMATICALLY THE EXTENT, GENERAL CHARACTER AND LOCATION OF THE WORK INCLUDED. OFFSETS AND/OR CHANGES IN ELEVATION OF PIPING DUE TO STRUCTURAL OR OTHER INTERFERENCES SHALL BE PROVIDED WITHOUT EXTRA COST.
B. CONTRACTOR SHALL VERIFY AND EVALUATE ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK.
C. SUBCONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL UTILITY SERVICES AND COORDINATE AS REQUIRED BY THEIR RESPECTIVE AREA OF THE CONSTRUCTION, NOTIFYING THE PRIME CONTRACTOR OF VARIATIONS OR CONFLICTS.
D. PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF COMPLETE AND OPERATING SYSTEMS.
E. PROVIDE ONE YEAR GUARANTEE AGAINST DEFECTIVE MATERIALS AND WORKMANSHIP AFTER FINAL ACCEPTANCE BY OWNER.
F. ENTIRE DEMOLITION AND NEW WORK INSTALLATION SHALL CONFORM TO ALL APPLICABLE LAWS, CODES, AND REGULATIONS OF MUNICIPAL, STATE AND FEDERAL AUTHORITIES.
G. SHOP DRAWINGS: SUBMIT MATERIAL LIST AND SHOP DRAWINGS FOR MAJOR EQUIPMENT AND MATERIALS TO THE ARCHITECT/ENGINEER FOR APPROVAL.
H. IF NOT SPECIFICALLY DEFINED IN THESE CONSTRUCTION DOCUMENTS, MATERIALS AND/OR EQUIPMENT AND DELIVERY TO MAINTAIN CONSTRUCTION SCHEDULE.
I. THE MANUFACTURER OF EQUIPMENT OR MATERIALS FIRST NAMED ON THE DRAWINGS IS THE BASIS OF DESIGN. OTHER MANUFACTURERS, IF LISTED, ARE CONSIDERED GENERAL EQUIVALENTS ONLY. WHERE CONTRACT DOCUMENTS PERMIT SELECTION OF EQUIVALENTS, OR WHERE SUBSTITUTIONS ARE AUTHORIZED, COORDINATE CLEARANCE AND OTHER INTERFACE REQUIREMENTS WITH MECHANICAL AND OTHER WORK.
i. PROVIDED NECESSARY ADDITIONAL ITEMS SO THAT SELECTED OR SUBSTITUTED ITEM OPERATES EQUIVALENT TO THE BASIS OF DESIGN AND PROPERLY FITS IN THE AVAILABLE SPACE ALLOCATED FOR THE BASIS OF DESIGN.
ii. PROVIDED ALL FEATURES WHICH RE STANDARD ON THE BASIS OF DESIGN PLUS ANY SPECIFIED OPTIONS.
iii. BE RESPONSIBLE FOR ASSURING THAT PIPING, CONDUIT, DUCT, FLUE, AND OTHER SERVICE LOCATIONS FOR GENERAL EQUIVALENTS OR SUBSTITUTIONS DO NOT CAUSE ACCESS, SERVICE, OR OPERATIONAL DIFFICULTIES ANY GREATER THAN WOULD BE ENCOUNTERED WITH THE BASE DESIGN.
J. THE CONTRACTOR SHALL SECURE ALL PERMITS OR APPLICATIONS AND PAY ANY AND ALL FEES.
K. PROVIDE ALL NECESSARY TEMPORARY OR PERMANENT CAPS OR PLUGS FOR PIPING. DO NOT LEAVE PIPING OPEN ENDED.
L. WHERE USED, THE TERM “PROVIDE” SHALL MEAN “FURNISH AND INSTALL”.
M. INSTALL ALL SHOCK ABSORBERS IN ACCORDANCE WITH THE LATEST “PLUMBING AND DRAINAGE INSTITUTE STANDARDS” FOR WATER HAMMER ARRESTORS.
N. LOCATE ACCESS PANELS (INCLUDING BUT NOT LIMITED TO THOSE SHOWN ON PLANS). IN NON ACCESSIBLE CEILINGS AND WALLS FOR ALL VALVES, SHOCK ABSORBERS, CLEANOUTS AND ALL OTHER ITEMS THAT REQUIRE ACCESS TO PROPERLY MAINTAIN OR SERVICE THE BUILDING.
O. PROVIDE CLEANOUTS AS REQUIRED BY CODE.
P. INSTALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATION, MAINTENANCE, AND REPAIR. MINOR DEVIATIONS FROM DRAWINGS MAY BE MADE TO ACCOMPLISH THIS, BUT CHANGES WHICH INVOLVE EXTRA COST SHALL NOT BE MADE WITHOUT PRIOR APPROVAL.
Q. ALL VENT THRU ROOF (VTR) ROOF PENETRATIONS INDICATED ON PLANS ARE PRELIMINARY. FINAL LOCATIONS SHALL BE COORDINATED WITH ALL TRADES. ALL VTR'S SHALL BE A MINIMUM OF 10'-0” FROM ALL FRESH AIR INTAKE OPENINGS.
3. PLUMBING EQUIPMENT AND PIPING IDENTIFICATION
A. PROVIDE IDENTIFICATION OF ALL EQUIPMENT, PIPES, AND VALVES.
B. IDENTIFICATION DEVICES TO BE USED SHALL INCLUDE THE FOLLOWING:i. PLASTIC PIPE MARKERS
ii. VALVE TAGS AND EQUIPMENT TAGS
4. INSULATION
A. ALL HOT WATER PIPING TO BE INSULATED WITH 1” FIBERGLASS INSULATION. ALL COLD WATER PIPING TO BE INSULATED WITH ½” ANY TYPE INSULATION.
B. PLENUM RATED FIRE RETARDANT JACKET ON PIPE INSULATION.
C. VALVES AND FITTINGS: PREMOLDED FIBERGLASS FITTINGS OR RADIAL MITERED SEGMENTS OF PIPE INSULATION, INSULATING CEMENT, FIBERGLASS REINFORCING CLOTH, AND MASTIC, VAPOR SEAL INSULATION ON CW PIPING.
5. SUPPORTS AND HANGERS
A. ALL PIPE SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE IN A NEAT AND WORKMANLIKE MANNER. THE USE OF WIRE AND PREFORMED METAL TO SUPPORT PIPES WILL NOT BE PERMITTED. SPACING OF PIPE SUPPORTS SHALL BE IN ACCORDANCE WITH PLUMBING CODE. SUPPORT NEW PIPING WITH UNISTRUCT ATTCHED TO BUILDING STRUCTURE PURLINS AND THREADED ROD TO PIPE HANGER.
6. DOMESTIC WATER SUPPLY PIPING
A. PROVIDE TYPE “L” HARD DRAWN COPPER TUBING WITH 125 PSI SOLDER JOINTS, COPPER OR BRASS FITTINGS. ALL SOLDER TO BE “NO LEAD” TYPE.
B. FLUX: NONAGGRESSIVE, NONCORROSIVE TYPE, “NO LEAD” TYPE.
C. VALVES: COLD AND HOT WATER, BALL VALVES, 2 INCHES AND SMALLER, 600 PSI WOG, SERVICEABLE IN LINE, SOLDER ENDS.
7. SANITARY DRAINAGE AND VENT PIPING
A. ABOVE GRADE:i. SCHEDULE 40 PVC SHALL BE ACCEPTABLE WHERE ALLOWED BY CODE, EXCEPT WHERE
OTHERWISE NOTED.
ii. DRAINAGE PIPING SHALL RUN AS STRAIGHT AS POSSIBLE AND SHALL HAVE LONG TURN FITTINGS.
iii. ALL VENT PIPING SHALL BE SLOPED TO DRAIN BACK TO FIXTURES.
iv. CONTRACTOR IS RESPONSIBLE FOR PROPER FLASHING OF THE VENT PIPING RUN THROUGH THE ROOF OR WALL.
8. TESTING
A. PLUMBING SYSTEMS SHALL BE CLEANED/FLUSHED AND FLOW AND PRESSURE TESTED IN ACCORDANCE WITH STANDARD PRACTICE AND PLUMBING CODE.
PLUMBING SPECIFICATIONS
RISER UP
RISER UP
RISER DOWN
RISER DROP
BRANCH - TOP CONNECTION
BRANCH - BOTTOM CONNECTION
BRANCH - SIDE CONNECTION
DIRECTION OF FLOW
CAP ON END OF PIPE
COLD WATER (CW)
HOT WATER (HW)
HOT WATER RECIRCULATING (HWR)
WASTE (W)
GREASE WASTE (GW)
VENT-ABOVE (V)
VENT-BELOW (V)
GAS (G)
ROOF DRAIN (RD)
OVERFLOW ROOF DRAIN (ORD)
COMPRESSED AIR (CA)
VACUUM (VAC)
POINT OF CONNECTION
POINT OF DISCONNECT
EQUIPTMENT DESIGNATION
AREA DRAIN
BACKFLOW PREVENTOR (REDUCED ZONE)
BACKFLOW PREVENTOR (DOUBLE CHECK VALVE ASSEMBLEY)
BALL VALVE
BUTTERFLY VALVE
CHECK VALVE
CIRCUIT SETTING BALANCING VALVE
CLEANOUT (FLOOR)
CLEANOUT (WALL)
DOUBLE CLEANOUT (FLOOR)
FIXTURE ISOLATION VALVE
FLEXIBLE CONNECTION
FLOOR DRAIN
FLOOR SINK
FLOOR SWITCH
GAS COCK
DESCRIPTION
LEGEND
SYMB. DESCRIPTIONSYMB.
GAS METER
GAS PRESSURE REGULATOR
HOT WATER HEATER
HOSE BIBB WITH VACUUM BREAKER
GATE VALVE
GATE VALVE, ANGLE
GUAGE WITH GUAGE COCK/ PRESSURE INDICATOR
GLOBE VALVE
GLOBE VALVE, ANGLE
LIFT CHECK VALVE
OPEN SITE DRAIN
PLUG VALVE
PRESSURE GUAGE
PRESSURE REDUCING VALVE (PRV)
PRESSURE TRAMSMITTER OR PRESSURE SWITCH
PUMP
RELIEF/SAFETY VALVE
ROOF DRAIN
SOLENOID VALVE
STRAINER
STRAINER WITH BLOW OFF VALVE
SWING CHECK VALVE
TEMPERATURE GUAGE
TEMPERATURE AND PRESSURE RELIEF VALVE
TEMPERATURE TRANSMITTER
THERMOMETER/TEMPER-ATURE INDICATOR
THREE WAY CONTROL VALVE
TWO WAY CONTROL VALVE
UNION - SCREWED OR FLANGE
VACUUM BREAKER
VALVE IN RISE OR DROP
WALL HYDRANT
WATER HAMMER ARRESTER
WATER METER
GM
WH
WM
HB
PI/GA
OS
PT/PS
RD
S
TP
TT
TH/TI
RTU
#
GAS
ADR
CBV
CO
CO
FD
FS
FS
SA
RD
ORD
DCOTG
PLUMBING SHEET LIST
P001 LEGENDS & SPECIFICATIONS
PD101M PLUMBING DEMOLITION PLAN - MARKETING - BLDG 330
PLD101C PLUMBING WASTE & VENT DEMOLITION PLAN - BLDG 643
PL101C PLUMBING WASTE & VENT PLAN - BLDG 643
PP101C PLUMBING WATER PLAN - BLDG 643
PG101C PLUMBING GASES PLAN - BLDG 643
P141C PLUMBING ROOF PLAN - BLDG 643
PL101N PLUMBING WASTE & VENT PLAN - NEW BLDG
PP101N PLUMBING WATER & GAS PLAN - NEW BLDG
PG101N PLUMBING GASES PLAN - NEW BLDG
P141N PLUMBING ROOF PLAN - NEW BLDG
P401C PLUMBING ENLARGED PLANS - BLDG 643
P601C PLUMBING DIAGRAMS - BLDG 643
P401N PLUMBING ENLARGED PLANS - NEW BLDG
P601N PLUMBING DIAGRAMS - NEW BLDG
P501 PLUMBING DETAILS
P502 PLUMBING DETAILS
P701 PLUMBING SCHEDULES
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
NOT F
OR C
ONST
RUCT
ION
PROJECT
REVISIONS
SHEET NO
DRAWING NAME
SEAL
DATE
REVIEWED BY
PROJECT NO
DRAWN BY
50%CONSTRUCTION
DOCUMENTS
08/02/2020
4343 Pan American Fwy NE, Suite 239
Albuquerque, New Mexico 87107 USA
505.877.4499 main - 512.744.4444 fax
www.eeace.com
EEA Project No. #V20200032
CONSULTING ENGINEERS
8/6
/20
20
8:3
6:1
7 A
M
NM
SU
NM
DE
PT
OF
AG
RIC
UL
TU
RE
NE
W C
ON
ST
RU
CT
ION
/ R
EN
OV
AT
ION
LA
S C
RU
CE
S, N
EW
ME
XIC
O
P001
LEGENDS &SPECIFICATIONS
CE
19-0056.001
PU
FS
FS
W2"ø 4"ø W
2"ø
W1/2"ø
2"ø W
1/2"ø1/2"ø
3"ø
1/2"ø
1/2
"ø
2"ø
2" (E) VTR
2" (E) VTR
1' 1/2" (E) VTR
3"ø
(E)
DW
(E)
V
(E) DW
(E) CW
(E) HWR(E) HW
(E) HWR
(E) HW
(E) CW
(E) DW(E) A
(E) G(E) V
METROLOGY LAB
137
VEST
141
PROVER
142
STOR
140
MASS
139
MASS
138
ECHELON 1
136
OFFICE
146
ENGINE LAB
101
STOR
110
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
NOT F
OR C
ONST
RUCT
ION
PROJECT
REVISIONS
SHEET NO
DRAWING NAME
SEAL
DATE
REVIEWED BY
PROJECT NO
DRAWN BY
50%CONSTRUCTION
DOCUMENTS
08/02/2020
4343 Pan American Fwy NE, Suite 239
Albuquerque, New Mexico 87107 USA
505.877.4499 main - 512.744.4444 fax
www.eeace.com
EEA Project No. #V20200032
CONSULTING ENGINEERS
8/6
/20
20
8:3
6:2
5 A
M
NM
SU
NM
DE
PT
OF
AG
RIC
UL
TU
RE
NE
W C
ON
ST
RU
CT
ION
/ R
EN
OV
AT
ION
LA
S C
RU
CE
S, N
EW
ME
XIC
O
PD101M
PLUMBINGDEMOLITIONPLAN -MARKETING -BLDG 330
CE
19-0056.001
PU
A. VERIFY AND COORDINATE WITH EXISTING CONDITIONS IN FIELDB. REVIEW AND COORDINATE WITH LAB CONSULTANT DRAWINGS AND ALL
TRADES.C. PATCH HOLES FROM DEMOLITION WORK. PROVIDE FINISH TO MATCH
SURROUNDING SURFACES. COORDINATE WITH ARCHITECTURAL.
GENERAL SHEET NOTES
1. DISCONNECT EXISTING DOMESTIC CW + HW + SANITARY DRAIN AND VENTING FROM CASEWORK AND PARTITION TO BE REMOVED. COORDINATE WITH ARCHITECTURAL DRAWINGS.
2. CUT DRAIN BACK BELOW FLOOR IN ROOM. PROVIDE NEW FLOOR CLEANOUT TO TERMINATE PIPE. CUT AND PATCH FLOOR AS REQUIRED. REMOVE VENTING UP INTO CEILING SPACE. CAP AND PROVIDE PERMANENT LABEL.
3. REMOVE PIPING FROM CEILING SPACE OF ROOM; BACK TO CEILING OF ADJACENT ROOM AND CAP. COORDINATE EXTENT OF WORK IN FIELD.
4. REMOVE HOW WATER SUPPLY AND RETURN PIPING FROM CEILING SPACE OF ROOM; BACK TO CEILING OF ADJACENT ROOM AND CAP. RECONNECT PIPING TO MAINTAIN LOOP FOR CIRCULATION. COORDINATE EXTENT OF WORK IN FIELD.
5. REMOVE FLOOR SINK\FLOOR DRAIN COMPLETELY. CUT DRAIN BACK BELOW FLOOR IN ROOM. PROVIDE NEW FLOOR CLEANOUT TO TERMINATE PIPE. CUT AND PATCH FLOOR AS REQUIRED. REMOVE VENTING UP INTO CEILING SPACE. CAP AND PROVIDE PERMANENT LABEL.
6. REMOVE LARGE WATER LINE BACK TO ADJACENT ROOM AND CAP.
SHEET KEYNOTES
1/8" = 1'-0"1PLUMBING DEMOLITION PLAN - BLDG 330
NORTH
1/8" = 1'-0"2330 BASEMENT PLUMBING DEMOLITION LEVEL
KEY PLAN
NO
RT
H
M
CN
W
ORD
RD
W
V
LA
B-S
AN
4" SAN VTR
3" LAB VTR
LV
LS
LAB-VENT
LAB-SAN
1
1
1
(E)WC
(E)LAV
(E)WC(E)LAV
(E)UR
(E)CW
(E)JS
5
3
2
2
4
5
OFFICE
106
STORAGE
107
OFFICE
108
OFFICE
110
COPY
111
WOMEN
112
MEN
113
MEP
114
ENTRY
101
OFFICE
105
OFFICE
104B
OFFICE
104A
OFFICE
103
OFFICE
104
FIRE RISER
109
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
NOT F
OR C
ONST
RUCT
ION
PROJECT
REVISIONS
SHEET NO
DRAWING NAME
SEAL
DATE
REVIEWED BY
PROJECT NO
DRAWN BY
50%CONSTRUCTION
DOCUMENTS
08/02/2020
4343 Pan American Fwy NE, Suite 239
Albuquerque, New Mexico 87107 USA
505.877.4499 main - 512.744.4444 fax
www.eeace.com
EEA Project No. #V20200032
CONSULTING ENGINEERS
8/6
/20
20
8:3
6:3
5 A
M
NM
SU
NM
DE
PT
OF
AG
RIC
UL
TU
RE
NE
W C
ON
ST
RU
CT
ION
/ R
EN
OV
AT
ION
LA
S C
RU
CE
S, N
EW
ME
XIC
O
PLD101C
PLUMBINGWASTE & VENTDEMOLITIONPLAN - BLDG 643
CE
19-0056.001
PU
GENERAL SHEET NOTES
1. REMOVE EXISTING PIPING TO FACILITATE WALL DEMOLITION.2. EXISTING TOILET ROOM FIXTURES TO REMAIN3. EXISTING JANITOR SINK TO REMAIN4. EXISTING DWF FIXTURES TO REMAIN5. EXISTING RAINWATER PIPING TO REMAIN
SHEET KEYNOTES
1/4" = 1'-0"1PLUMBING WASTE & VENT DEMOLITION PLAN - BLDG 643
NORTH
A. INSTALL WASTE PIPING BELOW SLAB AT 1/4" PER FOOT SLOPE.B. FOR COUNTERTOP AND WALL MOUNTED PLUMBING FIXTURES (LAVATORIES,
COUNTERTOP SINKS), PROVIDE A T-PATTERN WALL CLEANOUT BELOW PLUMBING FIXTURE. CLEANOUT SHALL BE CAST IRON DRAINAGE T-PATTERN, 90 DEGREE BRANCH FITTING WITH SQUARE HEAD BRASS SCREW PLUGS OF THE SAME SIZE AS THE PIPE UP TO AND INCLUDING 4". WALL CLEANOUTS IN FINISHED AREAS SHALL BE ZURN NO. Z-1460-8 WITH POLISHED STAINLESS STEEL OR CHROME PLATED METAL COVER.
C. PROVIDE WALL CLEANOUT FOR ALL PLUMBING FIXTURES UNLESS NOTED OTHERWISE.
D. PROVIDE MANUFACTURED TRAP SEAL FOR ALL FLOOR SINKS AND FLOOR DRAINS.
M
CN
KEY PLAN
NO
RT
H
CHEMISTRY LAB
C106
INSTRUMENT RM
C108
EQ & STOR
C107
CHEM & FLAM
STOR
C106A
BALANCE RM
C106B
WASHING
C102
RECEIPT & DATA
ENTRY
C101
BV
C105
CLEAN LAB
C105A
GRINDING
C105B
SAMPLE STOR
C103
STOR
CS111
W
CR112
M
CR113
MECH
CM114
ICP-MS
C110
2" CAP FOR FUTURE
W V
ORD
RD
W
V
W
V
V
W
W
W
V
V
FCO
FCO
FCO
SS-1 SS-1
SS-1
EY-1
LS-1
LS-1
LS-1
LS-1
LS-1
LS-1
LS-1
DCO DCO
FD
(E)FD (E)FD
(E)WC
(E)LAV
(E)WC(E)LAV
(E)UR
(E)CW
(E)JS
FD-1
FD-1
FD-1
9
1
1
2
6
.3
4
5
. . 53
4
.
5
5
4
.
4
5 4
7
9
4
38
LS-1
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
NOT F
OR C
ONST
RUCT
ION
PROJECT
REVISIONS
SHEET NO
DRAWING NAME
SEAL
DATE
REVIEWED BY
PROJECT NO
DRAWN BY
50%CONSTRUCTION
DOCUMENTS
08/02/2020
4343 Pan American Fwy NE, Suite 239
Albuquerque, New Mexico 87107 USA
505.877.4499 main - 512.744.4444 fax
www.eeace.com
EEA Project No. #V20200032
CONSULTING ENGINEERS
8/6
/20
20
8:3
6:3
0 A
M
NM
SU
NM
DE
PT
OF
AG
RIC
UL
TU
RE
NE
W C
ON
ST
RU
CT
ION
/ R
EN
OV
AT
ION
LA
S C
RU
CE
S, N
EW
ME
XIC
O
PL101C
PLUMBINGWASTE & VENTPLAN - BLDG 643
CE
19-0056.001
PU
A. INSTALL WASTE PIPING BELOW SLAB AT 1/4" PER FOOT SLOPE.B. FOR COUNTERTOP AND WALL MOUNTED PLUMBING FIXTURES (LAVATORIES,
COUNTERTOP SINKS), PROVIDE A T-PATTERN WALL CLEANOUT BELOW PLUMBING FIXTURE. CLEANOUT SHALL BE CAST IRON DRAINAGE T-PATTERN, 90 DEGREE BRANCH FITTING WITH SQUARE HEAD BRASS SCREW PLUGS OF THE SAME SIZE AS THE PIPE UP TO AND INCLUDING 4". WALL CLEANOUTS IN FINISHED AREAS SHALL BE ZURN NO. Z-1460-8 WITH POLISHED STAINLESS STEEL OR CHROME PLATED METAL COVER.
C. PROVIDE WALL CLEANOUT FOR ALL PLUMBING FIXTURES UNLESS NOTED OTHERWISE.
D. PROVIDE MANUFACTURED TRAP SEAL FOR ALL FLOOR SINKS AND FLOOR DRAINS.
GENERAL SHEET NOTES
1. EXISTING TOILET ROOM FIXTURES TO REMAIN2. EXISTING JANITOR SINK TO REMAIN3. PROVIDE NEW BELOW FLOOR SANITARY PIPING AND CONNECTION. SAW
CUT FLOOR AS REQUIRED TO ACCESS EXISTING PIPING; PATCH FLOOR TO MATCH EXISTING.
4. PROVIDE NEW VENT PIPING BELOW FLOOR AND CONNECTION. SAW CUT FLOOR AS REQUIRED TO ACCESS EXISTING PIPING; PATCH FLOOR TO MATCH EXISTING.
5. ROUTE NEW VENT PIPING CONCEALED UP INSIDE EXISTING WALL. CUT WALL AS REQUIRED; PATCH TO MATCH EXISTING.
6. EXISTING DWF FIXTURES TO REMAIN7. EXISTING RAINWATER PIPING TO REMAIN8. ROUTE NEW VENT PIPING INSIDE CASEWORK CHASE, OVER TO UTILITY
COLUMN AND UP TO CEILING.9. CONNECT NEW FIXTURE DRAIN TO EXISTING SANITARY AND VENT PIPE IN
WALL.
SHEET KEYNOTES
1/4" = 1'-0"1PLUMBING WASTE & VENT PLAN - BLDG 643
NORTH
M
CN
KEY PLAN
NO
RT
H
CHEMISTRY LAB
C106
BV
C105
CLEAN LAB
C105AGRINDING
C105B
SAMPLE STOR
C103
RECEIPT & DATA
ENTRY
C101
STOR
CS111
W
CR112
ICP-MS
C110
M
CR113
MECH
CM114
EQ & STOR
C107
CHEM & FLAM
STOR
C106A
BALANCE RM
C106B
WASHING
C102
INSTRUMENT RM
C108
HWCW
HWCW
CW
HW
CW
HW
HW
R
CW
CW
HW
HWR
LS-1
LS-1
LS-1
EY-1
LS-1
LS-1
LS-1
SS-1SS-1
LS-1
SS-1
CW
HW
HW
CW
(E)WC
(E)LAV
(E)WC
(E)LAV
(E)UR
(E)CW
(E)JS
3
3
3
3
6
6
7
8
4
13
13
LS-1
5
13
3
1
4
10
9
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
NOT F
OR C
ONST
RUCT
ION
PROJECT
REVISIONS
SHEET NO
DRAWING NAME
SEAL
DATE
REVIEWED BY
PROJECT NO
DRAWN BY
50%CONSTRUCTION
DOCUMENTS
08/02/2020
4343 Pan American Fwy NE, Suite 239
Albuquerque, New Mexico 87107 USA
505.877.4499 main - 512.744.4444 fax
www.eeace.com
EEA Project No. #V20200032
CONSULTING ENGINEERS
8/6
/20
20
8:3
6:3
6 A
M
NM
SU
NM
DE
PT
OF
AG
RIC
UL
TU
RE
NE
W C
ON
ST
RU
CT
ION
/ R
EN
OV
AT
ION
LA
S C
RU
CE
S, N
EW
ME
XIC
O
PP101C
PLUMBINGWATER PLAN -BLDG 643
CE
19-0056.001
PU
A. COLD AND HOT WATER DROPS/RISES TO FIXTURES SHALL BE VERTICAL BETWEEN THE FRAMING STUDS.
B. PROVIDE BALL VALVES FOR ALL WATER ISOLATION AND SUPPLY TAKE-OFFS.C. WATER HAMMER ARRESTERS SHALL HAVE MAINTENANCE ACCESS IN THE
FORM OF AN ACCESS PANEL.
GENERAL SHEET NOTES
1. ROUTE PIPING IN CEILING SPACE2. EXISTING DOMESTIC COLD WATER, HOT WATER AND HOT-WATER-RETURN
SERVICE TO BUILDING TO REMAIN SUPPLY IS FROM ADJACENT BUILDING 330. PIPING ENTERS UNDERGROUND AND RISES UP IN CHASE.
3. DROP 1/2" CW & HW DOWN IN WALL TO SINK. ROUTE NEW PIPING CONCEALED UP INSIDE EXISTING WALL. CUT WALL AS REQUIRED; PATCH TO MATCH EXISTING.
4. DROP 1/2" CW & HW DOWN IN WALL TO SINK5. DROP 1/2" CW & HW DOWN IN UTILITY COLUMN TO SERVE NEW ISLAND
SINK. ROUTE PIPING INSIDE CASEWORK TO FIXTURE.6. EXISTING TOILET ROOM FIXTURES TO REMAIN7. EXISTING JANITOR SINK TO REMAIN8. EXISTING DWF FIXTURES TO REMAIN9. PROVIDE NEW WATER LINE TO FEED ROOFTOP GAS HUMIDIFIER. CONNECT
TO WATER LINE IN MECHANICAL ROOM; INSTALL BACKFLOW PREVENTER ON WALL OVER SINK; EXTEND LINE TO UNIT ON ROOF.
10. NEW WATER LINE UP TO ROOF GAS FIRED HUMIDIFIER. ROUTE UP THROUGH CURB.
SHEET KEYNOTES
1/4" = 1'-0"1PLUMBING WATER PLAN - BLDG 643
NORTH
M
CN
KEY PLAN
NO
RT
H
CHEMISTRY LAB
C106
EQ & STOR
C107
CHEM & FLAM
STOR
C106A
BALANCE RM
C106B
INSTRUMENT RM
C108
WASHING
C102
RECEIPT & DATA
ENTRY
C101
SAMPLE STOR
C103
GRINDING
C105B
CLEAN LAB
C105A
BV
C105
STOR
CS111
W
CR112
M
CR113
ICP-MS
C110
MECH
CM114
(E)WC
(E)LAV
(E)WC(E)LAV
(E)UR
(E)CW
(E)JS
CAV
CAV
CAV
VCA
CA
V
CAV V
CA
CAV
4
5
5
5
5
23
5
5
1
4
6
G
G
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
NOT F
OR C
ONST
RUCT
ION
PROJECT
REVISIONS
SHEET NO
DRAWING NAME
SEAL
DATE
REVIEWED BY
PROJECT NO
DRAWN BY
50%CONSTRUCTION
DOCUMENTS
08/02/2020
4343 Pan American Fwy NE, Suite 239
Albuquerque, New Mexico 87107 USA
505.877.4499 main - 512.744.4444 fax
www.eeace.com
EEA Project No. #V20200032
CONSULTING ENGINEERS
8/6
/20
20
8:3
6:2
6 A
M
NM
SU
NM
DE
PT
OF
AG
RIC
UL
TU
RE
NE
W C
ON
ST
RU
CT
ION
/ R
EN
OV
AT
ION
LA
S C
RU
CE
S, N
EW
ME
XIC
O
PG101C
PLUMBINGGASES PLAN -BLDG 643
Approver
19-0056.001
Author
A. SEE LAB DRAWINGS FOR COORDINATION
GENERAL SHEET NOTES
1. EXISTING GAS, COMPRESSED AIR AND VACUUM SERVICE TO BUILDING TO REMAIN SUPPLY IS FROM ADJACENT BUILDING 330. PIPING ENTERS UNDERGROUND AND RISES UP IN CHASE. NOTE THAT VACUUM IS NOT USED IN THE PROJECT.
2. VACUUM PUMP IN CASEWORK UNDER COUNTER, SEE LAB DRAWINGS.3. ROUTE VACUUM PIPING INSIDE WALL, AND UP TO CEILING.4. ROUTE PIPING IN CEILING SPACE5. ROUTE NEW PIPING DROP CONCEALED INSIDE EXISTING WALL. CUT AND
PATCH WALL AS REQUIRED.6. NEW GAS LINE UP TO ROOF GAS FIRED HUMIDIFIER. ROUTE UP THROUGH
CURB.
SHEET KEYNOTES
1/4" = 1'-0"1PLUMBING GASES PLAN - BLDG 643
NORTH
M
CN
KEY PLAN
NO
RT
H
EXISTING AHU-1
C1
H
C1
ERU
C1
LEF
ENERGY RECOVERY UNIT
GAS-FIRED STEAM
HUMIDIFIER
11
4
56
3
2
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
NOT F
OR C
ONST
RUCT
ION
PROJECT
REVISIONS
SHEET NO
DRAWING NAME
SEAL
DATE
REVIEWED BY
PROJECT NO
DRAWN BY
50%CONSTRUCTION
DOCUMENTS
08/02/2020
4343 Pan American Fwy NE, Suite 239
Albuquerque, New Mexico 87107 USA
505.877.4499 main - 512.744.4444 fax
www.eeace.com
EEA Project No. #V20200032
CONSULTING ENGINEERS
8/6
/20
20
8:3
6:1
8 A
M
NM
SU
NM
DE
PT
OF
AG
RIC
UL
TU
RE
NE
W C
ON
ST
RU
CT
ION
/ R
EN
OV
AT
ION
LA
S C
RU
CE
S, N
EW
ME
XIC
O
P141C
PLUMBING ROOFPLAN - BLDG 643
CE
19-0056.001
PU
A. PROVIDE SUPPORTS FOR ALL PIPING ON ROOF. SUPPORTS TO KEEP PIPE A MINIMUM OF 6” ABOVE ROOF SURFACE. PROVIDE SLIP-SHEET UNDER ALL SUPPORTS. COORDINATE WITH ROOFING CONTRACTOR.
GENERAL SHEET NOTES
1. EXISTING ROOF DRAIN TO REMAIN.2. EXISTING ROOF WATER HYDRANT TO REMAIN.3. EXISTING SANITARY VENT THROUGH ROOF TO REMAIN4. PROVIDE 1” CONDENSATE DRAIN PIPE FROM STEAM HUMIDIFIER TO ROOF
DRAIN\SCUPPER. PROVIDE SLIP SHEET, BLOCKING, AND ATTACHMENTS AS NEEDED.
5. PROVIDE NEW GAS CONNECTION TO NEW GAS HUMIDIFIER ON ROOF. SEE FLOOR PLAN.
6. PROVIDE NEW WATER CONNECTION TO NEW GAS HUMIDIFIER ON ROOF. SEE FLOOR PLAN.
SHEET KEYNOTES
1/4" = 1'-0"1PLUMBING ROOF PLAN - BLDG 643
NORTH
M
CN
KEY PLAN
NO
RT
H
MARKETING
M136
STOR
MA101
OFFICE
M146
(E) CW
(E) HWR
(E) HW
(E) CW
(E) DW
G
32
1
3
4
G
G
6
CW
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
NOT F
OR C
ONST
RUCT
ION
PROJECT
REVISIONS
SHEET NO
DRAWING NAME
SEAL
DATE
REVIEWED BY
PROJECT NO
DRAWN BY
50%CONSTRUCTION
DOCUMENTS
08/02/2020
4343 Pan American Fwy NE, Suite 239
Albuquerque, New Mexico 87107 USA
505.877.4499 main - 512.744.4444 fax
www.eeace.com
EEA Project No. #V20200032
CONSULTING ENGINEERS
8/6
/20
20
8:3
6:3
8 A
M
NM
SU
NM
DE
PT
OF
AG
RIC
UL
TU
RE
NE
W C
ON
ST
RU
CT
ION
/ R
EN
OV
AT
ION
LA
S C
RU
CE
S, N
EW
ME
XIC
O
PP101M
PLUMBINGWATER PLAN -BLDG 330
Approver
19-0056.001
Author
A. PROVIDE BALL VALVES FOR ALL WATER ISOLATION AND SUPPLY TAKE-OFFS.B. PAINT ALL EXTERIOR GAS PIPING TO MATCH EXISTING WALL.
GENERAL SHEET NOTES
1. EXISTING GAS METER AND REGULATOR ON GRADE.2. PROVIDE NEW GAS CONNECTION AHEAD OF REGULATOR AND PROVIDE NEW,
SECOND REGULATOR TO FEED NEW GAS BOILER.3. ROUTE NEW GAS LINE ON WALL. ROUTE LINE UP WALL AND OVER TOP OF AIR
SHAFT, AND FENCE\WALL, OVER TO AREA WAY; ROUTE DOWN WALL TO BASEMENT.
4. ROUTE NEW GAS PIPE DOWN WALL IN AREA WAY TO BASEMENT.5. ROUTE NEW GAS PIPE FROM AREA WAY, THROUGH BASEMENT, TO NEW
BOILER.6. PROVIDE NEW COLD WATER SUPPLY TO NEW BOILER. PROVIDE BACKFLOW
PREVENTER AT BOILER.
SHEET KEYNOTES
1/8" = 1'-0"1PLUMBING PLAN - BLDG 330
1/8" = 1'-0"2330 BASEMENT LEVEL PLUMBING PLAN
.
DN
1 2 3 4 5 7
M
L
K
J
H
G
F
E
D
C
B
A
LAB OFFICES
102
OFFICE
102D
OFFICE
102C
OFFICE
102B
OFFICE
102A
CORRIDOR
103
VEST
103A
MDF
T111JAN
J109M
R107B
W
R107A
VEND
104
U
R105
SEED LAB
110
COOL STOR
112B
KIT PREP
112C
ELEC
115
OIL/AF
STOR
112D
DRUM STOR
117
ENGINE LAB
112AMAIN LAB
112 CORRIDOR
101
DOCK STAGING
121
VESTIBULE
123STORAGE
118A
ECHELON LEVEL
1 AND 2
116B
BV
116A
MECH
M116
RECEIPT DATA
ENTRY
116
LARGE MASS
118
PROVER STATION
120
FCO
OSI
FCO
FD-1
FD-1
FD-1
FCO
FCO
FD-1
FD-1
FD-1
FCO
FD-1
KS-1
LS-1
LS-1
SS-1SS-2
LS-1
LS-1
CENTRAL
RECEIVING
114
MECH/BOILER
M119
FD-2FD-2FD-2
FCO
VTR
VTR
FD-1
LS-1
FD-1
VTR
VTR
FCO LS-1
PL101N3
VTR
4
FD-21110
35
478
3
7
7
7
7
7
7
7
64
13
13
4
135
13
13
3
3
4
4
35
9
6
3
7
7
3
5
3
6
64
VTR 5
8
1
2
14
FCO
18
AD1 17
AD1
17
AD1
AD1
17
17
AD1
17
15
16
FS-1
FCO
2 4 5 7
M
L
K
3 4 5
E
D
WC-1WC-1
UR-1 WC-1
LAV-2 WC-1
JS-1
LAV-2
LAV-2
LAV-2
LAV-2
FD-1
WCO
FD-1
FD-1
W W
V
VTR
5
DWF
1
11
1
FCO
VEND
104
U
R105
W
R107A
M
R107B
JAN
J109
OIL/AF
STOR
112D
KIT PREP
112C
SEED LAB
110
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
NOT F
OR C
ONST
RUCT
ION
PROJECT
REVISIONS
SHEET NO
DRAWING NAME
SEAL
DATE
REVIEWED BY
PROJECT NO
DRAWN BY
50%CONSTRUCTION
DOCUMENTS
08/02/2020
4343 Pan American Fwy NE, Suite 239
Albuquerque, New Mexico 87107 USA
505.877.4499 main - 512.744.4444 fax
www.eeace.com
EEA Project No. #V20200032
CONSULTING ENGINEERS
8/6
/20
20
8:3
6:3
4 A
M
NM
SU
NM
DE
PT
OF
AG
RIC
UL
TU
RE
NE
W C
ON
ST
RU
CT
ION
/ R
EN
OV
AT
ION
LA
S C
RU
CE
S, N
EW
ME
XIC
O
PL101N
PLUMBINGWASTE & VENTPLAN - NEW BLDG
CE
19-0056.001
PU
GENERAL SHEET NOTES
1. SEE CIVIL DRAWINGS FOR CONTINUATION, ROUTE PIPING BELOW GRADE2. COORDINATE CLEANOUT TO GRADE LOCATION WITH ARCHITECT AND CIVIL.3. ROUTE PIPING BELOW FLOOR SLAB4. ROUTE PIPING IN CEILING SPACE. ROUTE AT RIGHT ANGLES TO STRUCTURE;
COORDINATE FINAL ROUTING WITH ARCHITECT.5. ROUTE VENT PIPING UP TO 4” VTR, SEE ROOF PLAN. COORDINATE FINAL
LOCATION WITH ALL TRADES.6. ROUTE ROOF DRAINAGE PIPING IN CEILING SPACE. ROUTE AT RIGHT ANGLES
TO STRUCTURE; COORDINATE FINAL ROUTING WITH MECHANICAL DUCTWORK AND ARCHITECT.
7. ROOF DRAIN ABOVE, SEE ROOF PLAN. COORDINATE FINAL LOCATION WITH ARCHITECTURAL ROOF PLAN.
8. PRIMARY ROOF DRAIN AND OVERFLOW ROOF DRAIN, CONCEALED DOWN INSIDE OF WALL. EXTEND DRAIN HORIZONTALLY AND TERMINATE IN FLUSH DRAIN SCUPPER 12” ABOVE FINISHED SURFACE; COORDINATE WITH STRUCTURAL AND ARCHITECTURAL DETAILS. COORDINATE WORK WITH ALL TRADES.
9. SEE ENLARGED PLAN FOR ADDITIONAL WORK IN THIS AREA10. OIL & SAND SEPARATOR FOR TRENCH DRAIN; COORDINATE FINAL LOCATION
WITH ARCHITECT, STRUCTURAL AND OWNER.. INSTALL BELOW SLAB AND EXTEND ACCESS COLAR TO BE FLUSH WITH FLOOR; PROVIDE BELOW GRADE FIELD ADJUSTABLE RISER SYSTEM TO ACCOMMODATE FOR INLET-OUTLET DEPTH.. COVER SHALL PROVIDE WATER/GASTIGHT SEAL AND HAVE A MAXIMUM 16,000 LBS LOAD CAPACITY. PROVIDE 8” DEEP CONCETE APRON OXTENDIGN 12” PAST ALL SIDES. INSTALL PER MANUFACTURER REQUIREMENTS. SEE SPECIFICATION.
11. CONCRETE TRENCH TO CAPTURE WATER DRAINED FROM TESTING VESSELS. INSTALL FLOOR DRAINS IN THE BOTTOM OF THE TRENCH AND ROUTED DRAIN LINE THROUGH OIL SEPARATOR. CENTER DRAINS IN TRENCH AND SLOPE TRENCH FLOOR TOWARD DRAINS. SEE STRUCTURAL DRAWINGS FOR DETAILS.
12. CONCRETE PIT\TRENCH TO CAPTURE WATER DRAINED FROM TESTING VESSELS. INSTALL FLOOR DRAIN IN THE BOTTOM OF THE TRENCH AND ROUTED DRAIN LINE THROUGH OIL SEPARATOR. CENTER DRAINS IN PIT SLOPE TRENCH FLOOR TOWARD DRAINS. SEE STRUCTURAL DRAWINGS FOR DETAILS.
13. COORDINATE FINAL LOCATION OF FLOOR DRAIN WITH MECHANICAL EQUIPMENT LAYOUT.
14. EXTEND 3” SANITARY VENT LINE FROM GREASE INTERCEPTOR. COORDINATE FINAL LOCATION AND ROUTING IN FIELD.
15. DOWNSPOUT FROM GUTTER ABOVE, SHOWN FOR REFERENCE, SEE ARCHITECTURAL PLANS. PROVIDE 6” CAST IRON BOOT EXTENDING 24” ABOVE WALKWAY, TO CAPTURE WATER FROM DOWN SPOUT.
16. PROVIDE 6” UNDERGROUND DRAIN FROM DOWNSPOUT CONNECTION TO CONNECT TO AREA DRAIN PIPING.
17. PROVIDE 4” AREA DRAIN IN CONCRETE WALKWAY. CONNECT DRAIN TO 6”DRAIN LINE TO DAY-LIGHT AT DOCK.
18. PROVIDE 6” AREA DRAINPIPE TO ALLOW AREA DRAINS TO SPILT TO GRADE AT DOCK. NO TRAPS OR VENTING REQUIRED FOR THIS LOCALIZED SYSTEM. SEE ARCHITECTURAL DOCK DETAILS.
SHEET KEYNOTES
1/8" = 1'-0"1PLUMBING WASTE & VENT PLAN - NEW BLDG
NORTH
1/8" = 1'-0"2MEZZANINE PLUMBING WASTE & VENT PLAN
DCOTG
A. INSTALL WASTE PIPING BELOW SLAB AT 1/4" PER FOOT SLOPE.B. FOR COUNTERTOP AND WALL MOUNTED PLUMBING FIXTURES (LAVATORIES,
COUNTERTOP SINKS), PROVIDE A T-PATTERN WALL CLEANOUT BELOW PLUMBING FIXTURE. CLEANOUT SHALL BE CAST IRON DRAINAGE T-PATTERN, 90 DEGREE BRANCH FITTING WITH SQUARE HEAD BRASS SCREW PLUGS OF THE SAME SIZE AS THE PIPE UP TO AND INCLUDING 4". WALL CLEANOUTS IN FINISHED AREAS SHALL BE ZURN NO. Z-1460-8 WITH POLISHED STAINLESS STEEL OR CHROME PLATED METAL COVER.
C. PROVIDE WALL CLEANOUT FOR ALL PLUMBING FIXTURES UNLESS NOTED OTHERWISE.
D. PROVIDE MANUFACTURED TRAP SEAL FOR ALL FLOOR SINKS AND FLOOR DRAINS.
KEY PLAN
NO
RT
H
M
CN
NOT TO SCALE3PLUMBING WASTE & VENT - ENLARGED PLAN
DS
DS
DS
DS
DS
DS
11
3
4
5
12
.
DN
1 2 3 4 5 7
M
L
K
J
H
G
F
E
D
C
B
A
LAB OFFICES
102
OFFICE
102D
OFFICE
102C
OFFICE
102B
OFFICE
102A
CORRIDOR
103
VEST
103A
MDF
T111
JAN
J109
M
R107BW
R107A
VEND
104
U
R105
SEED LAB
110
COOL STOR
112B
KIT PREP
112CELEC
115OIL/AF
STOR
112D
DRUM STOR
117
ENGINE LAB
112A
MAIN LAB
112
MECH/BOILER
M119
CORRIDOR
101
DOCK STAGING
121
VESTIBULE
123 STORAGE
118A
ECHELON LEVEL
1 AND 2
116B
BV
116A
MECH
M116
RECEIPT DATA
ENTRY
116
LARGE MASS
118
PROVER STATION
120
WH
WH
TO ENGINE
WH
WH
SS-2
LS-1
LS-1
WC-1
WC-1UR-1
WC-1
LAV-2 WC-1
KS-1
JS-1
LS-1
SS-1
LS-1
46
5
13
6
3
3
5
5
CENTRAL
RECEIVING
114
1110
3
52
1
9
9
5
3
5 5
5LAV-2LAV-2
8
8
8
7
5
5
5
3
3
7
WH6
HB
18
19
1717
18
2 4 5 7
M
L
K
14
16
15 15
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
NOT F
OR C
ONST
RUCT
ION
PROJECT
REVISIONS
SHEET NO
DRAWING NAME
SEAL
DATE
REVIEWED BY
PROJECT NO
DRAWN BY
50%CONSTRUCTION
DOCUMENTS
08/02/2020
4343 Pan American Fwy NE, Suite 239
Albuquerque, New Mexico 87107 USA
505.877.4499 main - 512.744.4444 fax
www.eeace.com
EEA Project No. #V20200032
CONSULTING ENGINEERS
8/6
/20
20
8:3
6:3
9 A
M
NM
SU
NM
DE
PT
OF
AG
RIC
UL
TU
RE
NE
W C
ON
ST
RU
CT
ION
/ R
EN
OV
AT
ION
LA
S C
RU
CE
S, N
EW
ME
XIC
O
PP101N
PLUMBINGWATER & GASPLAN - NEW BLDG
CE
19-0056.001
PU
GENERAL SHEET NOTES
1. DOMESTIC WATER SERVICE TO BUILDING. SERVICE TO EXTEND FROM SITE HOT-BOX WITH BACKFLOW PREVENTER, SEE CIVIL DRAWINGS FOR CONTINUATION AND ROUTING.
2. DOMESTIC WATER SERVICE TO BUILDING. TRANSITION UNDERGROUND WATER PIPE TO RISE-UP ON INTERIOR OF BUILDING. PROVIDE PRESSURE REDUCING STATION AND MAIN VALVE.
3. ROUTE PIPING IN CEILING SPACE4. ROUTE 3” WATER LINE UP TO ROOF STRUCTURE AND MEZZANINE. SEE
MEZZANINE PLAN.5. DROP 1/2" CW & HW DOWN IN WALL TO SINK6. DROP 3/4" CW DOWN INSIDE INTERIOR WALL TO WALL HYDRANT. PROVIDE
VALVE IN CEILING SPACE INSIDE BUILDING IN AN ACCESSIBLE LOCATION.7. DROP 1/2" CW DOWN IN WALL TO ICE MAKER WALL BOX \ DWF.8. DROP 1.25" CW DOWN IN WALL TO WC.9. DROP 1/2" CW & HW DOWN IN WALL TO SAFETY SHOWER\EYEWASH AND
MIXING VALVE. PROVIDE FINAL CONNECTIONS TO SS. MOUNT MIXING VALVE ON WALL ADJACENT TO UNIT. COORDINATE FINAL LAYOUT WITH ARCHITECT.
10. CONNECTION TO WATER HEATER. SEE PIPING DIAGRAM.11. HOT WATER RE-CIRC PUMP. SEE PIPING DIAGRAM.12. ROUTE 3” WATER LINE UP TO ROOF STRUCTURE AND MEZZANINE. SEE
MEZZANINE PLAN.13. WATER DOWN FROM MEZZANINE.14. HANG WATER PIPING TIGHT TO STRUCTURE AND EXTEND OVER TO
MEZZANINE PLATFORM.15. PROVIDE FILL FOR PROVER STATIONS; 2” BALL VALVE AND THREADED
COUPLING TO MATE WITH FIRE HOUSE FITTING; COORDINATE FITTING WITH OWNER. EXTEND 2” COPPER PIPE DOWN AND LOCATE VALVE AT HEIGHT\LOCATION DEFINED BY OWNER SO PERSONNEL CAN REACH VALVE. LOCATE ASSEMBLY DIRECTLY OVER PROVER FILL; COORDINATE FINAL LOCATION WITH OWNER.
16. WATER DOWN TO WALL HYDRANT17. COLD WATER SERVICE TO FEED HUMIDIFIERS. WATER DOWN TO BACK FLOW
PREVENTER ON WALL.18. WATER CONNECTION TO HUMIDIFIERS ON WALL19. WATER CONNECTION UP TO HUMIDIFIER IN ROOF TOP RTU.
SHEET KEYNOTES
1/8" = 1'-0"1PLUMBING WATER & GAS PLAN - NEW BLDG
NORTH
1/8" = 1'-0"2MEZZANINE PLUMBING WATER & GAS PLAN - NEW
A. COLD AND HOT WATER DROPS/RISES TO FIXTURES SHALL BE VERTICAL BETWEEN THE FRAMING STUDS.
B. PROVIDE BALL VALVES FOR ALL WATER ISOLATION AND SUPPLY TAKE-OFFS.C. WATER HAMMER ARRESTERS SHALL HAVE MAINTENANCE ACCESS IN THE
FORM OF AN ACCESS PANEL.
KEY PLAN
NO
RT
H
M
CN
.
DN
1 2 3 4 5 7
M
L
K
J
H
G
F
E
D
C
B
A
LAB OFFICES
102
OFFICE
102D
OFFICE
102C
OFFICE
102B
OFFICE
102A
CORRIDOR
103
VEST
103A
MDF
T111
JAN
J109
M
R107B
W
R107A
VEND
104
U
R105
SEED LAB
110
COOL STOR
112B
KIT PREP
112CELEC
115
OIL/AF
STOR
112D
DRUM STOR
117
ENGINE LAB
112A
MAIN LAB
112
MECH/BOILER
M119
CORRIDOR
101
DOCK STAGING
121
VESTIBULE
123 STORAGE
118A
ECHELON LEVEL
1 AND 2
116B
BV
116A
MECH
M116
RECEIPT DATA
ENTRY
116
LARGE MASS
118
PROVER STATION
120
GG
G
GAS METER
SEE CIVIL FOR CONTINUATION
UP TO ROOF
CA
CA
HOOD HOOD
SPACE
CA
CA
TOOL
4
4
3
13
3
2
109
9
8
7
6 11
1
5
5
N1
DWH
CENTRAL
RECEIVING
114
1
LAC
2 4 5 7
M
L
K
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
NOT F
OR C
ONST
RUCT
ION
PROJECT
REVISIONS
SHEET NO
DRAWING NAME
SEAL
DATE
REVIEWED BY
PROJECT NO
DRAWN BY
50%CONSTRUCTION
DOCUMENTS
08/02/2020
4343 Pan American Fwy NE, Suite 239
Albuquerque, New Mexico 87107 USA
505.877.4499 main - 512.744.4444 fax
www.eeace.com
EEA Project No. #V20200032
CONSULTING ENGINEERS
8/6
/20
20
8:3
6:2
8 A
M
NM
SU
NM
DE
PT
OF
AG
RIC
UL
TU
RE
NE
W C
ON
ST
RU
CT
ION
/ R
EN
OV
AT
ION
LA
S C
RU
CE
S, N
EW
ME
XIC
O
PG101N
PLUMBINGGASES PLAN -NEW BLDG
CE
19-0056.001
PU
A. COORDINATE FINAL ROUTING OF PIPING WITH MECHANICAL WORK.B. COORDINATE FINAL CONNECTIONS TO LAB EQUIPMENT WITH LAB DRAWINGS.
GENERAL SHEET NOTES
1. FLOOR MOUNTED AIR COMPRESSOR FOR LAB USE. PROVIDE VIBRATION ISOLATION FROM FLOOR.
2. AIR FILTER AND MATER REGULATOR SET TO 100PSI. COORDINATE FINAL SETTINGS WITH LAB REQUIREMENTS.
3. ROUTE COMPRESSED AIR PIPING OVERHEAD IN CEILING CAVITY. 1” PIPE.4. COMPRESSED AIR DROP. PROVIDE REGULATOR AND QUICK CONNECT ON
WALL. COORDINATE FINAL OUTLET HEIGHT WITH OWNER AND LAB EQUIPMENT.
5. COMPRESSED AIR DROP CONNECTING TO HOOD. PROVIDE REGULATOR ON WALL ADJACENT TO HOOD. COORDINATE FINAL CONNECTION AND REQUIREMENTS WITH LAB DRAWINGS.
6. GAS SERVICE FROM SITE; SEE SITE CIVIL DRAWINGS FOR CONTINUATION.7. FREE STANDING GAS METER AND REGULATOR FOR GAS SERVICE TO
BUILDING. SEE DETAIL. SEE CIVIL DRAWING FOR FINAL LOCATION.8. GAS REGULATOR TO REDUCE PRESSURE TO 2PSI TO SERVE BUILDING.
COORDINATE FINAL SIZE WITH BUILDING LOADS.9. PROVIDE CONTINUOUS SLEEVE FOR ALL GAS PIPING FROM METER, UP INTO
MECHANICAL ROOM. PROVIDE VENTS AT EACH END. SEE DETAIL XXX10. ROUTE GAS PIPING OVERHEAD IN CEILING CAVITY.11. GAS CONNECTION TO DOMESTIC WATER HEATER12. GAS CONNECTION TO BOILER13. GAS UP THROUGH ROOF TO EQUIPMENT, SEE ROOF PLAN.
SHEET KEYNOTES
1/8" = 1'-0"1PLUMBING GASES PLAN - NEW BLDG
NORTH
1/8" = 1'-0"2MEZZANINE PLUMBING GASES PLAN
KEY PLAN
NO
RT
H
M
CN
1 2 3 4 5 7
M
L
K
J
H
G
F
E
D
C
B
A
N1
LEF
OA
2
RTU
3
RTU
N1
ERU
RD
RDRD
RD
RD
RD
RD
RDRD
RD
VTR
VTR
VTR
VTR
VTR
2
2
3
3
1
1 1
4
1
4
1
2
2
2
1
1
11
1
VTR
2
4
5WH
5 WH
3
3
1
RTU
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
NOT F
OR C
ONST
RUCT
ION
PROJECT
REVISIONS
SHEET NO
DRAWING NAME
SEAL
DATE
REVIEWED BY
PROJECT NO
DRAWN BY
50%CONSTRUCTION
DOCUMENTS
08/02/2020
4343 Pan American Fwy NE, Suite 239
Albuquerque, New Mexico 87107 USA
505.877.4499 main - 512.744.4444 fax
www.eeace.com
EEA Project No. #V20200032
CONSULTING ENGINEERS
8/6
/20
20
8:3
6:2
0 A
M
NM
SU
NM
DE
PT
OF
AG
RIC
UL
TU
RE
NE
W C
ON
ST
RU
CT
ION
/ R
EN
OV
AT
ION
LA
S C
RU
CE
S, N
EW
ME
XIC
O
P141N
PLUMBING ROOFPLAN - NEW BLDG
CE
19-0056.001
PU
GENERAL SHEET NOTES
1. COMBINATION ROOF DRAIN WITH CONCENTRIC OVERFLOW DRAIN. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION TO COORDINATE WITH ROOF AND INSULATION PITCH. SEE WASTE & VENT FLOOR PLAN FOR DRAIN PIPING.
2. SANITARY VENT UP THROUGH ROOF; SEE FLOOR PLAN FOR BELOW.3. ROOF GUTTER DOWNSPOUT SHOWN FOR REFERENCE, SEE ARCHITECTURAL
DRAWINGS.4. PROVIDE 1” CONDENSATE DRAIN PIPE FROM RTU TO ROOF DRAIN\SCUPPER.
PROVIDE SLIP SHEET, BLOCKING, AND ATTACHMENTS AS NEEDED. SEE CONNECTION DETAIL
5. WALL MOUNTED WH FOR CLEANING RTU’S. CONNECT TO COLD WATER PIPING IN CEILING BELOW. COORDINATE FINAL LOCATION WITH NMSU BEFORE INSTALLATION.
SHEET KEYNOTES
1/8" = 1'-0"1PLUMBING ROOF PLAN - NEW
NORTH
A. PROVIDE SUPPORTS FOR ALL PIPING ON ROOF. SUPPORTS TO KEEP PIPE A MINIMUM OF 6” ABOVE ROOF SURFACE. PROVIDE SLIP-SHEET UNDER ALL SUPPORTS. COORDINATE WITH ROOFING CONTRACTOR.
KEY PLAN
NO
RT
H
M
CN
PLUMBING VENT THROUGH FLAT ROOF DIAGRAM
TWO WAY CLEANOUT DIAGRAM
PIPE SLEEVE THROUGH FLOOR DIAGRAM
EXTERIOR WALL SLEEVE DIAGRAM
WATER SHOCK ARRESTOR DIAGRAM CLEANOUT DIAGRAM
WALL CLEANOUT DIAGRAMGAS REGULATOR DIAGRAM
MEDIUM TO LOW PRESSURE
GAS CONNECTION TO EQUIPMENT DIAGRAM TOILET AREA FLOOR DIAGRAM
WATER CLOSET DETAIL
BACK-TO-BACK WALL HUNG
SIZEAP.D.I.PPP FIXTURE UNIT
SYMBOL
F2"
1/2"
SIZE
1-1/4"
1-1/2"
3/4"
1"
AB
E
D
C
9"155 - 330
1 - 11
114 - 154
12 - 32
61 - 11333 - 60
RATINGS
5"
9"7"
7"
5"
B
A
B
2"
1/2"
3/4"
1-1/4"
1-1/2"
1"
SIZE
GG
REFER TO ARCHITECTURAL DETAILS
FOR PIPE PENETRATION
REFER TO PLANS FOR
SIZE AND LOCATION
REFER TO ARCH. DWGS. FOR
ROOF CONSTRUCTION.
WASTE AND VENT SYSTEM
NOT TO SCALE
SEWER
FERRULE & PLUG
C.I. CLEANOUT
FINISHED FLOOR OR PAVED AREA
PROVIDE 18"X18"X6" CONCRETE PAD
WHEN FINISHING AT EXTERIOR OF
BUILDING.
NOT TO SCALE
SEWER
CLEANOUT ACCESS COVER (FCO)
24"
1/2" MINIMUM GAPSTD. WEIGHT PIPE
SLEEVE
FIRE RATED CAULK
-EXTEND
3/4" ABOVE FLOOR
PIPE THROUGH FLOOR
CONCRETE
FLOOR
NOT TO SCALE
1" MIN.
PIPE O.D.
1" MIN.
INTERIOREXTERIOR
LINK SEAL
WALL WALL
SCH. 10 STL. OR
C.I. WALL SLEEVE
FILL W/ MASTIC
NOT TO SCALE
PISTON TO PROVIDE A PERMANENT
BARREL FABRICATED O