NMSU NM DEPT OF AGRICULTURE NEW CONSTRUCTION / … · 12 vacuum on / off swtich, deck mounted,...

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

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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


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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 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




CLG - SEE ARCH

STRUCTURE ABOVE

LEV CLG ESCUTCHEON

LEV SWIVEL


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




CLG - SEE ARCH

STRUCTURE ABOVE

LEV CLG ESCUTCHEON

LEV SWIVEL


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




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


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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


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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

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VA

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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



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









XX-X FLOOR FINISH


XX-X



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


NOTES

C-2 FINISH SEALED




PRODUCTSTYLECOLORSIZEINSTALLNOTES




COLORLRVNOTES




FINISH LEGEND

DN

DN

KEY PLAN

NO

RT

H

LEGEND

REFERENCE KEYNOTES

SHEET KEYNOTES ?

GENERAL SHEET NOTES









XX-X FLOOR FINISH


XX-X



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

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: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


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



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 6700 FLUID-APPLIED FLOORING (FF-X)FF-1 MFG

PRODUCTCOLOR


PRODUCTSTYLECOLORNOTES


COLORLRVNOTES




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

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: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

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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

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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



505.877.4499 main - 512.744.4444 fax

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8/6

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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



505.877.4499 main - 512.744.4444 fax

www.eeace.com



8/6

/20

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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



505.877.4499 main - 512.744.4444 fax

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8/6

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PL101C

PLUMBINGWASTE & VENTPLAN - BLDG 643

CE

19-0056.001

PU





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



505.877.4499 main - 512.744.4444 fax

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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



505.877.4499 main - 512.744.4444 fax

www.eeace.com



8/6

/20

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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



505.877.4499 main - 512.744.4444 fax

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8/6

/20

20

8:3

6:1

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M

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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



505.877.4499 main - 512.744.4444 fax

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8/6

/20

20

8:3

6:3

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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

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DOCUMENTS

08/02/2020



505.877.4499 main - 512.744.4444 fax

www.eeace.com



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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





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



505.877.4499 main - 512.744.4444 fax

www.eeace.com



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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



505.877.4499 main - 512.744.4444 fax

www.eeace.com



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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



505.877.4499 main - 512.744.4444 fax

www.eeace.com



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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

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