Exhibit T MAGIS-100_Drawings.pdf

MAGIS-100 INFRASTRUCTURE MODIFICATIONS

PROJECT NO.: 6-7-111

LIST OF DRAWINGS

G-1 LOCATION PLAN

M-0 MECHANICAL SYMBOLS

M-0.1 MECHANICAL SPECIFICATIONS

MD-1 MECHANICAL DEMO PLANS

MD-2 MECHANICAL DEMO SECTIONS

MD-3 MECHANICAL DEMO SECTIONS

M-1 MECHANICAL FLOOR PLANS

M-2 MECHANICAL SECTIONS

M-3 MECHANICAL SECTIONS

P-0 PLUMBING SYMBOLS

P-0.1 PLUMBING SPECIFICATIONS

PD-1 PLUMBING DEMO PLANS

PD-2 PLUMBING DEMO SECTIONS

PD-3 PLUMBING DEMO SECTIONS

P-1 PLUMBING FLOOR PLANS

P-2 PLUMBING SECTIONS

P-3 PLUMBING SECTIONS

E-1 ELECTRICAL FLOOR PLANS

PROJECT

AREA

RAILYARD

STORAGE

AREA

ROAD

C

HWY. 56 BUTTERFIELD RD.

INDUSTRIAL

MAIN

TO

IN

TE

R

ST

AT

E I-8

FA

R N

SW

O

R

TH

KAUTZ RD.

CONSTRUCTION

ENTRANCE

INJECTOR

MAIN

SUBSTATION

KA

U

TZ

R

D

KAUTZ RD.

RING RD.

WILSON ST.

ENTRANCE

PINE ST.

ENTRANCE

(NO TRUCKS)

R O

AD

B

PINE ST. (OUT)

PINE ST. (IN)

KI

R

K R

D

ROAD

A

-2

ROAD

A -1

HOLTER RD

AREA

LABORATORY

CENTRAL

CDF

FE

LD

O

TT

R D

BATAVIA RD.

WILSON ST.

RECEIVING

SITE

BURLINGTON NORTHERN R.R.

TO ENTER THIS GATE

FA

RM

R D

LEGEND

SITE BOUNDARY LINES

ON SITE CONST. ROUTES

SW

ENSON

HOURS

(NO ACCESS)

EOLA RD.

ENTRANCE

TO RT. 59

HWY 38 ROOSEVELT RD.

BATAVIA RD.

EO

LA

R

D

FIXED

TARGET

AREA

ROAD D

FERMILAB

VILLAGE

LOCKED

GATE

WILSON ST.

NOTE: APPROPRIATE I.D. IS REQUIRED

(LOAD LIMIT-6 TONS)

C O

M M

O N

W

EA

LT

H

E D

IS

O

N P

O W

ER

L

IN

ES

BATAVIA RD.

ENTRANCE

TO HWY 59

EL

G

IN

J

O

LI

ET

E

AS

TE

R

N R

.R

WILSON ST 6 AM TO 6 PM

PINE ST 6 AM TO 8 PM

BATAVIA RD 6 AM TO 8 PM

KAUTZ RD CLOSED

NOTE: APPROPRIATE I.D.

IS REQUIRED TO ENTER

THIS GATE (REAL ID)

VICINITY PLAN

NOT TO SCALE

J an

8,

- 1

0:

am H

:\A ct iv e

Pr oj ec ts

\6 \7

N uM

I\1

M

AG

IS

-1

S up po rt Fr am in g\

- F in al D es ig n\ D ra w in gs

\6 -7

-1

G en er al .d w g

12/9/2025A. TAYLOR

A. TAYLOR

A. BIELSKUS

J. WILLS

12/9/2025

12/9/2025

12/9/2025

6-7-111

MAGIS-100 INFRASTRUCTURE

MODIFICATIONS

G-1

Ja n.

8, IS

SU

ED

F O

R B

ID

LOCATION PLAN

785----

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

ISD ENGINEERING DATE PROJECT NAME.

SHEET NAME:

REVISIONS

REV. DESCRIPTION DATE

REVISION NO.FIMS. NO.

ISD

INFRASTRUCTURE

SERVICES DIVISION

ABBREVIATIONS

NEW DUCTWORK DIMENSIONS10x10

EXISTING DUCTWORK DIMENSIONS10/10

ATMOSPHERIC VENT

APPARATUS DEW POINT

ABOVE FINISHED FLOOR

AVERAGE

AFF

ADP

ATV

AVG

BOILER BLOW DOWNBBD

BACKDRAFT DAMPERBDD

BELOW FINISHED CEILINGBFC

BRAKE HORSEPOWERBHP

BRITISH THERMAL UNITBTU

BTU PER HOURBTUH

COOLING COILCC

CUBIC FEET PER MINUTECFM

CHILLED WATER RETURNCHWR

CHILLED WATER SUPPLYCHWS

CONDENSER WATER RETURNCWR

CONDENSER WATER SUPPLYCWS

EXHAUST AIREA

ENTERING AIR TEMPERATUREEAT

EXTERNAL STATIC PRESSUREESP

ENTERING WATER TEMPERATUREEWT

FIRE DAMPERFD

FUEL OILFO

FEET PER MINUTEFPM

FEETFT

FOOT POUNDFT LB

GAUGEGA

GALLONGAL

GALLONS PER MINUTEGPM

GRAINSGR

HEATING COILHC

HEADHD

HORSEPOWERHP

HOT WATER RETURNHWR

HOT WATER SUPPLYHWS

INNER DIAMETERID

INCHESIN

KILOWATTKW

LEAVING AIR TEMPERATURELAT

POUNDSLBS

LINEAR FEETLF

LEAVING WATER TEMPERATURELWT

MIXED AIRMA

THOUSAND BTUS PER HOURMBH

MAKEUP AIRMUA

MAKEUP WATERMUW

MANUAL VOLUME DAMPERMVD

NEWN

NOT APPLICABLEN/A

NOISE CRITERIANC

NORMALLY CLOSEDNC

NATURAL GAS, HIGH PRESSURENGHP

NOT IN CONTRACTNIC

NORMALLY OPENNO

OUTSIDE AIROA

OUTSIDE DIAMETEROD

PUMPED CONDENSATEPCND

PRESSURE DIFFERENCEPD

ELECTRICAL PHASEPH

PARTS PER MILLIONPPM

POUNDS PER SQUARE FOOTPSF

POUNDS PER SQUARE INCHPSI

RETURN AIRRA

RELATIVE HUMIDITYRH

REVOLUTIONS PER MINUTERPM

SUPPLY AIRSA

SMOKE DAMPERSD

SAFETY FACTORSF

SPECIFIC GRAVITYSG

STATIC PRESSURESP

SQUARESQ

TEMPERATURE DIFFERENCETD

TOTAL STATIC PRESSURETSP

UNDERCUT DOORUC

UP THROUGH ROOFUTR

VOLTAGEV

VARIABLE AIR VOLUMEVAV

VELOCITY PRESSUREVP

VARIABLE REFRIGERANT VOLUME/FLOWVRV/F

VARIABLE VOLUME AND TEMPERATUREVVT

INCHES WATER COLUMNWC

EXISTING TO REMAINX

EXISTING TO BE DEMOLISHEDXD

EXISTING TO BE RELOCATEDXR

EXISTING REMOVED AND RELOCATEDXRR

AIR SYSTEM SYMBOLS

NEW SUPPLY DIFFUSER

NEW RETURN GRILLE

NEW SUPPLY DIFFUSER WITH BLANK OFF PANEL

NEW ROUND SUPPLY DIFFUSER

SURFACE MOUNTED SUPPLY GRILLE

DIRECTION OF AIRFLOW

MANUAL VOLUME DAMPER

FIRE DAMPER

SMOKE DAMPER

NEW DUCTWORK

EXISTING DUCTWORK TO REMAIN

EXISTING DUCTWORK TO BE DEMOLISHED

EXISTING SUPPLY DIFFUSER

EXISTING RETURN GRILLE

EXISTING EXHAUST GRILLE

NEW EXHAUST GRILLE

POINT OF CONNECTION

POINT OF DISCONNECTION

CONTROL DIAGRAM SYMBOLS

THERMOSTAT

TEMPERATURE SENSOR

HUMIDISTAT

EQUIPMENT SYMBOLS

ELECTRIC UNIT HEATER

ELECTRIC WALL HEATER

ELECTRICAL/CONTROL PANEL

PUMP

ELECTRIC CABINET HEATER

VARIABLE AIR VOLUME BOX

ANNOTATION SYMBOLS

NEW AIR DEVICE TAG

EQUIPMENT TAG

REVISION DELTA

KEY NOTE

EXISTING AIR DEVICE TAG

S = SUPPLY AIR

R = RETURN AIR

E = EXHAUST AIR

M = MAKE-UP AIR

T = TRANSFER AIR

X-###

PIPING SYMBOLS

VENTLESS PRESSURE REGULATOR

PIPE UP

PIPE DOWN

PIPE TEE DOWN

PIPE CONTINUATION

VALVE (REFER TO LABEL FOR TYPE)

CHECK VALVE

PRESSURE REDUCING VALVE

CONTROL VALVE

CONTROL VALVE (3-WAY)

CONTROL VALVE (4-WAY)

STRAINER

STRAINER WITH BLOW DOWN VALVE

PIPE UNION

SURFACE MOUNTED RETURN/EXHAUST GRILLE

NEW SUPPLY PIPING

NEW RETURN PIPING

X XXXX

X"

XXX-X

X

X

M

M

F

S

T S H

X

X DETAIL/SECTION MARKDETAIL #

SHEET #

XXX

XXX

XXX ROOM TAG

M

GAS FIRED UNIT HEATER

CHILLED/HOT WATER COIL

ELECTRIC HEATING COIL

OPPOSED BLADE DAMPER

M PARALLEL BLADE DAMPER

T AVERAGING TEMPERATURE SENSOR

T BULB TEMPERATURE SENSOR

H HUMIDITY SENSOR

PIPING PITCH (POINTING DOWN)X%

A AIRFLOW MEASURING STATION

FAN

FILTER

DIRECTION OF FLOW

NEW LINEAR SLOT DIFFUSER

ACCESS DOOR/PANEL

DUCTWORK CONTINUATION

COMPRESSED AIRAIR

CONDENSATECND

DUAL TEMPERATURE WATER RETURNDTWR

DUAL TEMPERATURE WATER SUPPLYDTWS

INDUSTRIAL COOLING WATER RETURNICWR

INDUSTRIAL COOLING WATER SUPPLYICWS

LOW CONDUCTIVITY WATER RETURNLCWR

LOW CONDUCTIVITY WATER SUPPLY

NATURAL GAS, LOW PRESSURE

LCWS

NGLP

NATURAL GAS, MEDIUM PRESSURENGMP

NITROGEN GASNIT

REFRIGERANTREFR

VACUUM AIRVAC

PROJECT NORTHPN

TRUE NORTHTN

TRITIATED CONDENSATETCND

CHILLED WATER PIPING

HYDRONIC HOT WATER PIPING

CONDENSER WATER PIPING

INDUSTRIAL COOLING WATER PIPING

LOW CONDUCTIVITY WATER PIPING

CONDENSATE DRAIN PIPING

DUAL TEMP WATER PIPING

LOW PRESSURE NATURAL GAS PIPING

MEDIUM PRESSURE NATURAL GAS PIPING

HIGH PRESSURE NATURAL GAS PIPING

DEMO SUPPLY PIPING

DEMO RETURN PIPING

EXISTING SUPPLY PIPING

VARIABLE FREQUENCY DRIVE

EXISTING RETURN PIPING

VFD

VARIABLE SPEED DRIVEVSD

POND WATER RETURNPWR

POND WATER SUPPLYPWS

MOTORIZED DAMPERM

BALANCING VALVE

PIPE END CAP

NOT TO SCALE

UNISTRUT WALL SUPPORT DETAIL

(2) 3/8” DIA HILTI KH-EZ WITH 2-1/2” MINIMUM

EMBEDMENT, OR APPROVED EQUAL.

PROVIDE PLASTIC END CAPS.

VERTICAL PIPE

CLAMP/DUCT CLAMP

LOCATE SUPPORTED LOAD AS CLOSE

TO SHAFT WALL AS POSSIBLE. TRIM

SUPPORT LENGTH TO LIMIT LENGTH OF

SUPPORT NOT TO EXCEED THE DEPTH

OF SUPPORTED LOAD.

UNISTRUT P2542 OR

APPROVED EQUAL

J an

8,

- 1

0:

am H

:\A ct iv e

Pr oj ec ts

\6 \7

N uM

I\1

M

AG

IS

-1

S up po rt Fr am in g\

- F in al D es ig n\ D ra w in gs

\6 -7

-1

M ec ha ni ca l.d w g

12/9/2025A. TAYLOR

A. TAYLOR

A. BIELSKUS

J. WILLS

12/9/2025

12/9/2025

12/9/2025

6-7-111

MAGIS-100 INFRASTRUCTURE

MODIFICATIONS

M-0

Ja n.

8, IS

SU

ED

F O

R B

ID

MECHANICAL SYMBOLS

785----

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

ISD ENGINEERING DATE PROJECT NAME.

SHEET NAME:

REVISIONS

REV. DESCRIPTION DATE

REVISION NO.FIMS. NO.

ISD

1. REFER TO PROJECT MANUAL FOR COMPLETE PROJECT

SPECIFICATIONS. IF A CONFLICT EXISTS BETWEEN THIS SECTION

AND THE PROJECT MANUAL, THE PROJECT MANUAL SHALL TAKE

PRECEDENCE.

SECTION 230529 - HANGERS AND SUPPORTS FOR HVAC PIPING AND

EQUIPMENT

1. APPLICATION

1.1. WHERE NOT INDICATED, SELECT SIZES OF COMPONENTS

SO STRENGTH WILL BE ADEQUATE TO CARRY STATIC LOADS

WITHIN SPECIFIED LOADING LIMITS. REFER TO

SPECIFICATIONS FOR MINIMUM STATIC DESIGN LOADS.

2. INSTALLATION OF HANGERS AND SUPPORTS

2.1. INSTALL HANGERS AND SUPPORTS TO ALLOW CONTROLLED

THERMAL AND SEISMIC MOVEMENT OF PIPING SYSTEMS, TO

PERMIT FREEDOM OF MOVEMENT BETWEEN PIPE ANCHORS,

AND TO FACILITATE ACTION OF EXPANSION JOINTS,

EXPANSION LOOPS, EXPANSION BENDS, AND SIMILAR UNITS.

2.2. INSTALL LATERAL BRACING WITH PIPE HANGERS AND

SUPPORTS TO PREVENT SWAYING.

2.3. INSTALL HANGERS AND SUPPORTS TO PROVIDE INDICATED

PIPE SLOPES AND TO NOT EXCEED MAXIMUM PIPE

DEFLECTIONS ALLOWED BY ASME B31.9 FOR BUILDING

SERVICES PIPING.

2.4. INSULATED PIPING

2.4.1. INSTALL PROTECTION SADDLES IF INSULATION

WITHOUT VAPOR BARRIER IS INDICATED. FILL INTERIOR

VOIDS WITH INSULATION THAT MATCHES ADJOINING

INSULATION.

2.4.2. INSTALL PROTECTIVE SHIELDS ON COLD PIPING WITH

VAPOR BARRIER. SHIELDS ARE TO SPAN AN ARC OF 180

DEGREES.

2.4.3. REFER TO SPECIFICATIONS FOR MINIMUM SHIELD

DIMENSIONS.

2.5. INSTALL HANGERS, SUPPORTS, CLAMPS, AND

ATTACHMENTS AS REQUIRED TO PROPERLY SUPPORT

PIPING FROM THE BUILDING STRUCTURE.

2.6. ARRANGE FOR GROUPING OF PARALLEL RUNS OF PIPING,

AND SUPPORT TOGETHER ON FIELD-ASSEMBLED STRUT

SYSTEMS.

3. ADJUSTING

3.1. ADJUST HANGERS TO DISTRIBUTE LOADS EQUALLY ON

ATTACHMENTS AND TO ACHIEVE INDICATED SLOPE OF PIPE.

3.2. TRIM EXCESS LENGTH OF CONTINUOUS-THREAD HANGER

AND SUPPORT RODS TO 3/4 INCHES

4. PAINTING

4.1. CLEAN WELDS, BOLTED CONNECTIONS, AND ABRADED

AREAS AND APPLY GALVANIZING-REPAIR PAINT TO COMPLY

WITH ASTM A780/A780M.

5. HANGER AND SUPPORT SCHEDULE

5.1. REFER TO SPECIFICATION FOR HANGER AND SUPPORT

SCHEDULE.

SECTION 230553 - IDENTIFICATION FOR HVAC PIPING AND

EQUIPMENT

1. PREPARATION

1.1. CLEAN PIPING AND EQUIPMENT SURFACES OF

INCOMPATIBLE PRIMERS, PAINTS, AND ENCAPSULANTS, AS

WELL AS DIRT, OIL, GREASE, RELEASE AGENTS, AND OTHER

SUBSTANCES THAT COULD IMPAIR BOND OF IDENTIFICATION

DEVICES

2. INSTALLATION, GENERAL REQUIREMENTS

2.1. COORDINATE INSTALLATION OF IDENTIFYING DEVICES WITH

COMPLETION OF COVERING AND PAINTING OF SURFACES

WHERE DEVICES ARE TO BE APPLIED.

2.2. COORDINATE INSTALLATION OF IDENTIFYING DEVICES WITH

LOCATIONS OF ACCESS PANELS AND DOORS.

2.3. INSTALL IDENTIFYING DEVICES BEFORE INSTALLING

ACOUSTICAL CEILINGS AND SIMILAR CONCEALMENT.

2.4. LOCATE IDENTIFYING DEVICES SO THAT THEY ARE READILY

VISIBLE FROM THE POINT OF NORMAL APPROACH.

3. INSTALLATION OF EQUIPMENT LABELS, WARNING SIGNS, AND

LABELS

3.1. REFER TO SPECIFICATIONS FOR SIGN AND LABEL COLORS.

3.2. LOCATE EQUIPMENT LABELS WHERE ACCESSIBLE AND

VISIBLE.

4. INSTALLATION OF PIPE LABELS

4.1. INSTALL PIPE LABELS SHOWING SERVICE AND FLOW

DIRECTION WITH PERMANENT ADHESIVE ON PIPES.

4.2. PIPE-LABEL LOCATIONS: LOCATE PIPE LABELS WHERE

PIPING IS EXPOSED OR ABOVE ACCESSIBLE CEILINGS IN

FINISHED SPACES; MACHINE ROOMS; ACCESSIBLE

MAINTENANCE SPACES SUCH AS SHAFTS, TUNNELS, AND

PLENUMS; AND EXTERIOR EXPOSED LOCATIONS AS

FOLLOWS:

4.2.1. WITHIN 3 FT. OF EACH VALVE AND CONTROL DEVICE.

4.2.2. AT ACCESS DOORS, MANHOLES, AND SIMILAR ACCESS

POINTS THAT PERMIT VIEW OF CONCEALED PIPING.

4.2.3. WITHIN 3 FT. OF EQUIPMENT ITEMS AND OTHER POINTS

OF ORIGINATION AND TERMINATION.

4.2.4. SPACED AT MAXIMUM INTERVALS OF 25 FT. ALONG

EACH RUN. REDUCE INTERVALS TO 10 FT. IN AREAS OF

CONGESTED PIPING, DUCTWORK, AND EQUIPMENT.

4.3. DO NOT APPLY PLASTIC PIPE LABELS OR PLASTIC TAPES

DIRECTLY TO BARE PIPES CONVEYING FLUIDS AT

TEMPERATURES OF 125 DEG F OR HIGHER. WHERE THESE

PIPES ARE TO REMAIN UNINSULATED, USE A SHORT

SECTION OF INSULATION OR USE STENCILED LABELS.

4.4. FLOW-DIRECTION ARROWS: USE ARROWS TO INDICATE

DIRECTION OF FLOW IN PIPES, INCLUDING PIPES WHERE

FLOW IS ALLOWED IN BOTH DIRECTIONS.

4.5. REFER TO SPECIFICATIONS FOR PIPE LABEL COLOR

SCHEDULE.

5. INSTALLATION OF DUCT LABELS

5.1. INSTALL SELF-ADHESIVE DUCT LABELS SHOWING SERVICE

AND FLOW DIRECTION WITH PERMANENT ADHESIVE ON AIR

DUCTS.

5.2. PROVIDE LABELS IN THE FOLLOWING COLOR CODES:

5.2.1. FOR AIR SUPPLY DUCTS: WHITE LETTERS ON BLUE

BACKGROUND.

5.2.2. FOR AIR RETURN DUCTS: WHITE LETTERS ON BLUE

BACKGROUND.

5.2.3. FOR EXHAUST-, OUTSIDE-, RELIEF-, RETURN-, AND

MIXED-AIR DUCTS: WHITE LETTERS ON BLUE

BACKGROUND.

5.3. LOCATE LABEL NEAR EACH POINT WHERE DUCTS ENTER

INTO AND EXIT FROM CONCEALED SPACES AND AT

MAXIMUM INTERVALS OF 20 FT. WHERE EXPOSED OR ARE

CONCEALED BY REMOVABLE CEILING SYSTEM.

SECTION 230719 - HVAC PIPING INSULATION

1. EXAMINATION

1.1. EXAMINE SUBSTRATES AND CONDITIONS FOR COMPLIANCE

WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND

OTHER CONDITIONS AFFECTING PERFORMANCE OF

INSULATION APPLICATION.

1.2. PROCEED WITH INSTALLATION ONLY AFTER

UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.

2. PREPARATION

2.1. CLEAN AND DRY SURFACES TO RECEIVE INSULATION.

REMOVE MATERIALS THAT WILL ADVERSELY AFFECT

INSULATION APPLICATION.

3. GENERAL INSTALLATION REQUIREMENTS

3.1. INSTALL INSULATION MATERIALS, ACCESSORIES, AND

FINISHES WITH SMOOTH, STRAIGHT, AND EVEN SURFACES;

FREE OF VOIDS THROUGHOUT THE LENGTH OF PIPING,

INCLUDING FITTINGS, VALVES, AND SPECIALTIES.

3.2. INSTALL INSULATION MATERIALS, FORMS, VAPOR BARRIERS

OR RETARDERS, JACKETS, AND OF THICKNESSES

REQUIRED FOR EACH ITEM OF PIPE SYSTEM, AS SPECIFIED

IN INSULATION SYSTEM SCHEDULES.

3.3. INSTALL ACCESSORIES COMPATIBLE WITH INSULATION

MATERIALS AND SUITABLE FOR THE SERVICE. INSTALL

ACCESSORIES THAT DO NOT CORRODE, COMPRESS, OR

OTHERWISE DAMAGE INSULATION OR JACKET.

3.4. INSTALL INSULATION WITH LONGITUDINAL SEAMS AT TOP

AND BOTTOM (12 O'CLOCK AND 6 O'CLOCK POSITIONS) OF

HORIZONTAL RUNS.

3.5. INSTALL MULTIPLE LAYERS OF INSULATION WITH

LONGITUDINAL AND END SEAMS STAGGERED.

3.6. DO NOT WELD BRACKETS, CLIPS, OR OTHER ATTACHMENT

DEVICES TO PIPING, FITTINGS, AND SPECIALTIES.

3.7. KEEP INSULATION MATERIALS DRY DURING STORAGE,

APPLICATION, AND FINISHING. REPLACE INSULATION

MATERIALS THAT GET WET DURING STORAGE OR IN THE

INSTALLATION PROCESS BEFORE BEING PROPERLY

COVERED AND SEALED IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS.

3.8. INSTALL INSULATION WITH TIGHT LONGITUDINAL SEAMS

AND END JOINTS. BOND SEAMS AND JOINTS WITH ADHESIVE

RECOMMENDED BY INSULATION MATERIAL MANUFACTURER.

3.9. INSTALL INSULATION WITH LEAST NUMBER OF JOINTS

PRACTICAL.

3.10. WHERE VAPOR BARRIER IS INDICATED, SEAL JOINTS,

SEAMS, AND PENETRATIONS IN INSULATION AT HANGERS,

SUPPORTS, ANCHORS, AND OTHER PROJECTIONS WITH

VAPOR-BARRIER MASTIC.

3.10.1. INSTALL INSULATION CONTINUOUSLY THROUGH

HANGERS AND AROUND ANCHOR ATTACHMENTS.

3.10.2. FOR INSULATION APPLICATION WHERE VAPOR

BARRIERS ARE INDICATED, EXTEND INSULATION ON

ANCHOR LEGS FROM POINT OF ATTACHMENT TO

SUPPORTED ITEM TO POINT OF ATTACHMENT TO

STRUCTURE. TAPER AND SEAL ENDS ATTACHED TO

STRUCTURE WITH VAPOR-BARRIER MASTIC.

3.10.3. INSTALL INSERT MATERIALS AND INSULATION TO

TIGHTLY JOIN THE INSERT. SEAL INSULATION TO

INSULATION INSERTS WITH ADHESIVE OR SEALING

COMPOUND RECOMMENDED BY INSULATION MATERIAL

MANUFACTURER.

3.10.4. COVER INSERTS WITH JACKET MATERIAL MATCHING

ADJACENT PIPE INSULATION. INSTALL SHIELDS OVER

JACKET, ARRANGED TO PROTECT JACKET FROM TEAR

OR PUNCTURE BY HANGER, SUPPORT, AND SHIELD.

3.11. APPLY ADHESIVES, MASTICS, AND SEALANTS AT

MANUFACTURER'S RECOMMENDED COVERAGE RATE AND

WET AND DRY FILM THICKNESSES.

3.12. INSTALL INSULATION WITH FACTORY-APPLIED JACKETS AS

FOLLOWS:

3.12.1. DRAW JACKET TIGHT AND SMOOTH, BUT NOT TO THE

EXTENT OF CREATING WRINKLES OR AREAS OF

COMPRESSION IN THE INSULATION.

3.12.2. COVER CIRCUMFERENTIAL JOINTS WITH 3-INCH WIDE

STRIPS, OF SAME MATERIAL AS INSULATION JACKET.

SECURE STRIPS WITH ADHESIVE AND

OUTWARD-CLINCHING STAPLES ALONG BOTH EDGES

OF STRIP, SPACED 4 INCHES O.C.

3.12.3. OVERLAP JACKET LONGITUDINAL SEAMS AT LEAST 1-1/2

INCHES. INSTALL INSULATION WITH LONGITUDINAL

SEAMS AT BOTTOM OF PIPE. CLEAN AND DRY SURFACE

TO RECEIVE SELF-SEALING LAP. STAPLE LAPS WITH

OUTWARD-CLINCHING STAPLES ALONG EDGE AT 4

INCHES O.C.

3.12.4. FOR BELOW-AMBIENT SERVICES, APPLY

VAPOR-BARRIER MASTIC OVER STAPLES.

3.12.5. COVER JOINTS AND SEAMS WITH TAPE, IN

ACCORDANCE WITH INSULATION MATERIAL

MANUFACTURER'S WRITTEN INSTRUCTIONS, TO

MAINTAIN VAPOR SEAL.

3.12.6. WHERE VAPOR BARRIERS ARE INDICATED, APPLY

VAPOR-BARRIER MASTIC ON SEAMS AND JOINTS AND

AT ENDS ADJACENT TO PIPE FLANGES AND FITTINGS.

3.13. CUT INSULATION IN A MANNER TO AVOID COMPRESSING

INSULATION.

3.14. FINISH INSTALLATION WITH SYSTEMS AT OPERATING

CONDITIONS. REPAIR JOINT SEPARATIONS AND CRACKING

DUE TO THERMAL MOVEMENT.

3.15. REPAIR DAMAGED INSULATION FACINGS BY APPLYING SAME

FACING MATERIAL OVER DAMAGED AREAS. EXTEND

PATCHES AT LEAST 4 INCHES BEYOND DAMAGED AREAS.

ADHERE, STAPLE, AND SEAL PATCHES IN SIMILAR FASHION

TO BUTT JOINTS.

3.16. FOR ABOVE-AMBIENT SERVICES, DO NOT INSTALL

INSULATION TO THE FOLLOWING:

3.16.1. VIBRATION-CONTROL DEVICES.

3.16.2. TESTING AGENCY LABELS AND STAMPS.

3.16.3. NAMEPLATES AND DATA PLATES.

4. GENERAL PIPE INSULATION INSTALLATION

4.1. REQUIREMENTS IN THIS ARTICLE GENERALLY APPLY TO ALL

INSULATION MATERIALS, EXCEPT WHERE MORE SPECIFIC

REQUIREMENTS ARE SPECIFIED IN VARIOUS PIPE

INSULATION MATERIAL INSTALLATION ARTICLES.

4.2. INSULATION INSTALLATION ON FITTINGS, VALVES,

STRAINERS, FLANGES, MECHANICAL COUPLINGS, AND

UNIONS:

4.2.1. INSTALL INSULATION OVER FITTINGS, VALVES,

STRAINERS, FLANGES, MECHANICAL COUPLINGS,

UNIONS, AND OTHER SPECIALTIES WITH CONTINUOUS

THERMAL AND VAPOR-RETARDER INTEGRITY UNLESS

OTHERWISE INDICATED.

4.2.2. INSULATE PIPE ELBOWS USING PREFABRICATED

FITTING INSULATION MADE FROM SAME MATERIAL AND

DENSITY AS THAT OF ADJACENT PIPE INSULATION.

EACH PIECE IS BUTTED TIGHTLY AGAINST ADJOINING

PIECE AND BONDED WITH ADHESIVE. FILL JOINTS,

SEAMS, VOIDS, AND IRREGULAR SURFACES WITH

INSULATING CEMENT FINISHED TO A SMOOTH, HARD,

AND UNIFORM CONTOUR THAT IS UNIFORM WITH

ADJOINING PIPE INSULATION.

4.2.3. INSULATE TEE FITTINGS WITH PREFABRICATED FITTING

INSULATION OF SAME MATERIAL AND THICKNESS AS

THAT USED FOR ADJACENT PIPE. CUT SECTIONAL PIPE

INSULATION TO FIT. BUTT EACH SECTION CLOSELY TO

THE NEXT AND HOLD IN PLACE WITH TIE WIRE. BOND

PIECES WITH ADHESIVE.

4.2.4. INSULATE VALVES USING PREFABRICATED FITTING

INSULATION OF SAME MATERIAL, DENSITY, AND

THICKNESS AS THAT USED FOR ADJACENT PIPE.

OVERLAP ADJOINING PIPE INSULATION BY NOT LESS

THAN 2 TIMES THE THICKNESS OF PIPE INSULATION, OR

ONE PIPE DIAMETER, WHICHEVER IS THICKER. FOR

VALVES, INSULATE UP TO AND INCLUDING THE

BONNETS, VALVE STUFFING-BOX STUDS, BOLTS, AND

NUTS. FILL JOINTS, SEAMS, AND IRREGULAR SURFACES

WITH INSULATING CEMENT.

4.2.5. INSULATE STRAINERS USING PREFABRICATED FITTING

INSULATION OF SAME MATERIAL, DENSITY, AND

THICKNESS AS THAT USED FOR ADJACENT PIPE.

OVERLAP ADJOINING PIPE INSULATION BY NOT LESS

THAN 2 TIMES THE THICKNESS OF PIPE INSULATION, OR

ONE PIPE DIAMETER, WHICHEVER IS THICKER. FILL

JOINTS, SEAMS, AND IRREGULAR SURFACES WITH

INSULATING CEMENT. INSULATE STRAINERS, SO

STRAINER BASKET FLANGE OR PLUG CAN BE EASILY

REMOVED AND REPLACED WITHOUT DAMAGING THE

INSULATION AND JACKET. PROVIDE A REMOVABLE

REUSABLE INSULATION COVER. FOR BELOW-AMBIENT

SERVICES, PROVIDE A DESIGN THAT MAINTAINS VAPOR

BARRIER.

4.2.6. INSULATE FLANGES, MECHANICAL COUPLINGS, AND

UNIONS USING A SECTION OF OVERSIZED PREFORMED

PIPE INSULATION TO FIT. OVERLAP ADJOINING PIPE

INSULATION BY NOT LESS THAN 2 TIMES THE

THICKNESS OF PIPE INSULATION, OR ONE PIPE

DIAMETER, WHICHEVER IS THICKER. STENCIL OR LABEL

THE OUTSIDE INSULATION JACKET OF EACH UNION

WITH THE WORD "UNION" MATCHING SIZE AND COLOR

OF PIPE LABELS.

4.2.7. COVER SEGMENTED INSULATED SURFACES WITH A

LAYER OF FINISHING CEMENT AND COAT WITH A

MASTIC. INSTALL VAPOR-BARRIER MASTIC FOR

BELOW-AMBIENT SERVICES AND A BREATHER MASTIC

FOR ABOVE-AMBIENT SERVICES. REINFORCE THE

MASTIC WITH REINFORCING MESH. TROWEL THE

MASTIC TO A SMOOTH AND WELL-SHAPED CONTOUR.

4.2.8. FOR SERVICES NOT SPECIFIED TO RECEIVE A

FIELD-APPLIED JACKET, EXCEPT FOR FLEXIBLE

ELASTOMERIC AND POLYOLEFIN, INSTALL FITTED PVC

COVER OVER ELBOWS, TEES, STRAINERS, VALVES,

FLANGES, AND UNIONS. TERMINATE ENDS WITH PVC

END CAPS. TAPE PVC COVERS TO ADJOINING

INSULATION FACING, USING PVC TAPE.

4.3. INSULATE INSTRUMENT CONNECTIONS FOR

THERMOMETERS, PRESSURE GAGES, PRESSURE

TEMPERATURE TAPS, TEST CONNECTIONS, FLOW METERS,

SENSORS, SWITCHES, AND TRANSMITTERS ON INSULATED

PIPES. SHAPE INSULATION AT THESE CONNECTIONS BY

TAPERING IT TO AND AROUND THE CONNECTION WITH

INSULATING CEMENT AND FINISH WITH FINISHING CEMENT,

MASTIC, AND FLASHING SEALANT.

4.4. INSTALL REMOVABLE INSULATION COVERS AT LOCATIONS

INDICATED IN PROJECT MANUAL.

4.5. REFER TO PROJECT MANUAL FOR SPECIFIC INSULATION

MATERIAL INSTALLATION REQUIREMENTS.

4.6. REFER TO PROJECT MANUAL FOR INSULATION SCHEDULE.

SECTION 232113 - HYDRONIC PIPING

1. PIPING APPLICATIONS

1.1. REFER TO PROJECT MANUAL FOR PIPING SCHEDULE.

2. INSTALLATION OF PIPING

2.1. DRAWING PLANS, SCHEMATICS, AND DIAGRAMS INDICATE

GENERAL LOCATION AND ARRANGEMENT OF PIPING

SYSTEMS. INDICATED LOCATIONS AND ARRANGEMENTS

ARE USED TO SIZE PIPE AND CALCULATE FRICTION LOSS,

EXPANSION, AND OTHER DESIGN CONSIDERATIONS.

INSTALL PIPING AS INDICATED UNLESS DEVIATIONS TO

LAYOUT ARE APPROVED ON COORDINATION DRAWINGS.

2.2. INSTALL PIPING IN CONCEALED LOCATIONS UNLESS

OTHERWISE INDICATED AND EXCEPT IN EQUIPMENT ROOMS

AND SERVICE AREAS.

2.3. INSTALL PIPING INDICATED TO BE EXPOSED AND PIPING IN

EQUIPMENT ROOMS AND SERVICE AREAS AT RIGHT ANGLES

OR PARALLEL TO BUILDING WALLS. DIAGONAL RUNS ARE

PROHIBITED UNLESS SPECIFICALLY INDICATED OTHERWISE.

2.4. INSTALL PIPING ABOVE ACCESSIBLE CEILINGS TO ALLOW

SUFFICIENT SPACE FOR CEILING PANEL REMOVAL.

2.5. INSTALL PIPING TO PERMIT VALVE SERVICING.

2.6. INSTALL PIPING AT INDICATED SLOPES.

2.7. INSTALL PIPING FREE OF SAGS AND BENDS.

2.8. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND

BRANCH CONNECTIONS.

2.9. INSTALL PIPING TO ALLOW APPLICATION OF INSULATION.

2.10. SELECT SYSTEM COMPONENTS WITH PRESSURE RATING

EQUAL TO OR GREATER THAN SYSTEM OPERATING

PRESSURE.

2.11. INSTALL GROUPS OF PIPES PARALLEL TO EACH OTHER,

SPACED TO PERMIT APPLYING INSULATION AND SERVICING

OF VALVES.

2.12. INSTALL DRAINS, CONSISTING OF A TEE FITTING, NPS 3/4

BALL VALVE, AND SHORT NPS 3/4 THREADED NIPPLE WITH

CAP, AT LOW POINTS IN PIPING SYSTEM MAINS AND

ELSEWHERE AS REQUIRED FOR SYSTEM DRAINAGE.

2.13. INSTALL PIPING AT A UNIFORM GRADE OF 0.2 PERCENT

UPWARD IN DIRECTION OF FLOW.

2.14. REDUCE PIPE SIZES USING ECCENTRIC REDUCER FITTING

INSTALLED WITH LEVEL SIDE UP.

2.15. INSTALL BRANCH CONNECTIONS TO MAINS USING TEE

FITTINGS IN MAIN PIPE, WITH THE BRANCH CONNECTED TO

THE BOTTOM OF THE MAIN PIPE. FOR UP-FEED RISERS,

CONNECT THE BRANCH TO THE TOP OF THE MAIN PIPE.

2.16. INSTALL VALVES ACCORDING TO SECTION 230523

"GENERAL-DUTY VALVES FOR HVAC PIPING."

2.17. INSTALL AIR VENTS AND PRESSURE-RELIEF VALVES IN

ACCORDANCE WITH SECTION 232116 "HYDRONIC PIPING

SPECIALTIES."

2.18. INSTALL UNIONS IN PIPING, NPS 2 AND SMALLER, ADJACENT

TO VALVES, AT FINAL CONNECTIONS OF EQUIPMENT, AND

ELSEWHERE AS INDICATED.

2.19. INSTALL FLANGES IN PIPING, NPS 2-1/2 AND LARGER, AT

FINAL CONNECTIONS OF EQUIPMENT AND ELSEWHERE AS

INDICATED.

2.20. INSTALL SHUTOFF VALVE IMMEDIATELY UPSTREAM OF EACH

DIELECTRIC FITTING.

2.21. COMPLY WITH REQUIREMENTS IN SECTION 230500

"COMMON WORK RESULTS FOR HVAC" FOR INSTALLATION

OF EXPANSION LOOPS, EXPANSION JOINTS, ANCHORS, AND

PIPE ALIGNMENT GUIDES.

2.22. COMPLY WITH REQUIREMENTS IN SECTION 230553

"IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT" FOR

IDENTIFYING PIPING.

2.23. INSTALL SLEEVES FOR PIPING PENETRATIONS OF WALLS,

CEILINGS, AND FLOORS. COMPLY WITH REQUIREMENTS FOR

SLEEVES SPECIFIED IN SECTION 230500 "COMMON WORK

RESULTS FOR HVAC."

3. JOINT CONSTRUCTION

3.1. REAM ENDS OF PIPES AND TUBES AND REMOVE BURRS.

BEVEL PLAIN ENDS OF STEEL PIPE.

3.2. REMOVE SCALE, SLAG, DIRT, AND DEBRIS FROM INSIDE AND

OUTSIDE OF PIPE AND FITTINGS BEFORE ASSEMBLY.

3.3. REFER TO PROJECT MANUAL FOR SPECIFIC JOINING

METHOD REQUIREMENTS.

4. INSTALLATION OF HANGERS AND SUPPORTS

4.1. COMPLY WITH REQUIREMENTS IN SECTION 230529

"HANGERS AND SUPPORTS FOR HVAC PIPING AND

EQUIPMENT" FOR HANGERS, SUPPORTS, AND ANCHOR

DEVICES.

4.2. INSTALL HANGERS FOR STEEL PIPING, WITH MAXIMUM

HORIZONTAL SPACING AND MINIMUM ROD DIAMETERS, TO

COMPLY WITH MSS SP-58, LOCALLY ENFORCED CODES, AND

AUTHORITIES HAVING JURISDICTION REQUIREMENTS,

WHICHEVER ARE MOST STRINGENT.

4.3. INSTALL HANGERS FOR PLASTIC PIPING, WITH MAXIMUM

HORIZONTAL SPACING AND MINIMUM ROD DIAMETERS, TO

COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS,

LOCALLY ENFORCED CODES, AND AUTHORITIES HAVING

JURISDICTION REQUIREMENTS, WHICHEVER ARE MOST

STRINGENT.

4.4. INSTALL HANGERS FOR FIBERGLASS PIPING, WITH MAXIMUM

HORIZONTAL SPACING AND MINIMUM ROD DIAMETERS, TO

COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS,

LOCALLY ENFORCED CODES, AND AUTHORITIES HAVING

JURISDICTION REQUIREMENTS, WHICHEVER ARE MOST

STRINGENT.

4.5. SUPPORT HORIZONTAL PIPING WITHIN 12 INCHES OF EACH

FITTING AND COUPLING.

4.6. SUPPORT VERTICAL RUNS OF STEEL PIPING TO COMPLY

WITH MSS SP-58, LOCALLY ENFORCED CODES, AND

AUTHORITIES HAVING JURISDICTION REQUIREMENTS,

WHICHEVER ARE MOST STRINGENT.

5. IDENTIFICATION

5.1. IDENTIFY SYSTEM COMPONENTS. COMPLY WITH

REQUIREMENTS FOR IDENTIFICATION MATERIALS AND

INSTALLATION IN SECTION 230553 "IDENTIFICATION FOR

HVAC PIPING AND EQUIPMENT."

6. SYSTEM STARTUP

6.1. PERFORM THE FOLLOWING BEFORE OPERATING THE

SYSTEM:

6.1.1. OPEN MANUAL VALVES FULLY.

6.1.2. INSPECT PUMPS FOR PROPER ROTATION.

6.1.3. SET MAKEUP PRESSURE-REDUCING VALVES FOR

REQUIRED SYSTEM PRESSURE.

6.1.4. INSPECT AIR VENTS AT HIGH POINTS OF SYSTEM AND

DETERMINE IF ALL ARE INSTALLED AND OPERATING

FREELY (AUTOMATIC TYPE), OR BLEED AIR

COMPLETELY (MANUAL TYPE).

6.1.5. SET TEMPERATURE CONTROLS SO ALL COILS ARE

CALLING FOR FULL FLOW.

6.1.6. INSPECT AND SET OPERATING TEMPERATURES OF

HYDRONIC EQUIPMENT, SUCH AS BOILERS, CHILLERS,

COOLING TOWERS, TO SPECIFIED VALUES.

6.1.7. VERIFY LUBRICATION OF MOTORS AND BEARINGS.

7. FIELD QUALITY CONTROL

7.1. PREPARE HYDRONIC PIPING IN ACCORDANCE WITH ASME

B31.9 AND AS FOLLOWS:

7.1.1. LEAVE JOINTS, INCLUDING WELDS, UNINSULATED AND

EXPOSED FOR EXAMINATION DURING TEST.

7.1.2. PROVIDE TEMPORARY RESTRAINTS FOR EXPANSION

JOINTS THAT CANNOT SUSTAIN REACTIONS DUE TO

TEST PRESSURE. IF TEMPORARY RESTRAINTS ARE

IMPRACTICAL, ISOLATE EXPANSION JOINTS FROM

TESTING.

7.1.3. FLUSH HYDRONIC PIPING SYSTEMS WITH CLEAN

WATER; THEN REMOVE AND CLEAN OR REPLACE

STRAINER SCREENS.

7.1.4. ISOLATE EQUIPMENT FROM PIPING. IF A VALVE IS USED

TO ISOLATE EQUIPMENT, ITS CLOSURE IS TO BE

CAPABLE OF SEALING AGAINST TEST PRESSURE

WITHOUT DAMAGE TO VALVE. INSTALL BLINDS IN

FLANGED JOINTS TO ISOLATE EQUIPMENT.

7.1.5. INSTALL PRESSURE-RELIEF VALVE, SET AT A PRESSURE

NO MORE THAN ONE-THIRD HIGHER THAN TEST

PRESSURE, TO PROTECT AGAINST DAMAGE BY

EXPANDING LIQUID OR OTHER SOURCE OF

OVERPRESSURE DURING TEST.

7.2. PERFORM THE FOLLOWING TESTS ON HYDRONIC PIPING:

7.2.1. USE AMBIENT-TEMPERATURE WATER AS A TESTING

MEDIUM UNLESS THERE IS RISK OF DAMAGE DUE TO

FREEZING. ANOTHER LIQUID THAT IS SAFE FOR

WORKERS AND COMPATIBLE WITH PIPING MAY BE

USED.

7.2.2. WHILE FILLING SYSTEM, USE VENTS INSTALLED AT HIGH

POINTS OF SYSTEM TO RELEASE AIR. USE DRAINS

INSTALLED AT LOW POINTS FOR COMPLETE DRAINING

OF TEST LIQUID.

7.2.3. ISOLATE EXPANSION TANKS AND DETERMINE THAT

HYDRONIC SYSTEM IS FULL OF WATER.

7.2.4. SUBJECT PIPING SYSTEM TO HYDROSTATIC TEST

PRESSURE THAT IS NOT LESS THAN 1.5 TIMES THE

SYSTEM'S WORKING PRESSURE. TEST PRESSURE IS

NOT TO EXCEED MAXIMUM PRESSURE FOR ANY

VESSEL, PUMP, VALVE, OR OTHER COMPONENT IN

SYSTEM UNDER TEST. VERIFY THAT STRESS DUE TO

PRESSURE AT BOTTOM OF VERTICAL RUNS DOES NOT

EXCEED 90 PERCENT OF SPECIFIED MINIMUM YIELD

STRENGTH OR 1.7 TIMES THE "SE" VALUE IN APPENDIX

A IN ASME B31.9.

7.2.5. AFTER HYDROSTATIC TEST PRESSURE HAS BEEN

APPLIED FOR AT LEAST 10 MINUTES, EXAMINE PIPING,

JOINTS, AND CONNECTIONS FOR LEAKAGE. ELIMINATE

LEAKS BY TIGHTENING, REPAIRING, OR REPLACING

COMPONENTS, AND REPEAT HYDROSTATIC TEST UNTIL

THERE ARE NO LEAKS.

7.2.6. PREPARE WRITTEN REPORT OF TESTING.

SECTION 233113 - METAL DUCTS

1. DUCT INSTALLATION

1.1. DRAWING PLANS, SCHEMATICS, AND DIAGRAMS INDICATE

GENERAL LOCATION AND ARRANGEMENT OF DUCT SYSTEM.

INDICATED DUCT LOCATIONS, CONFIGURATIONS, AND

ARRANGEMENTS WERE USED TO SIZE DUCTS AND

CALCULATE FRICTION LOSS FOR AIR-HANDLING EQUIPMENT

SIZING AND FOR OTHER DESIGN CONSIDERATIONS. INSTALL

DUCT SYSTEMS AS INDICATED UNLESS DEVIATIONS TO

LAYOUT ARE APPROVED ON SHOP DRAWINGS AND

COORDINATION DRAWINGS.

1.2. INSTALL DUCTS IN ACCORDANCE WITH SMACNA'S "HVAC

DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE"

UNLESS OTHERWISE INDICATED.

1.3. INSTALL DUCTS IN MAXIMUM PRACTICAL LENGTHS WITH

FEWEST POSSIBLE JOINTS.

1.4. INSTALL FACTORY- OR SHOP-FABRICATED FITTINGS FOR

CHANGES IN DIRECTION, SIZE, AND SHAPE AND FOR

BRANCH CONNECTIONS.

1.5. UNLESS OTHERWISE INDICATED, INSTALL DUCTS

VERTICALLY AND HORIZONTALLY, AND PARALLEL AND

PERPENDICULAR TO BUILDING LINES.

1.6. INSTALL DUCTS CLOSE TO WALLS, OVERHEAD

CONSTRUCTION, COLUMNS, AND OTHER STRUCTURAL AND

PERMANENT ENCLOSURE ELEMENTS OF BUILDING.

1.7. INSTALL DUCTS WITH A CLEARANCE OF 1 INCH, PLUS

ALLOWANCE FOR INSULATION THICKNESS.

1.8. ROUTE DUCTS TO AVOID PASSING THROUGH

TRANSFORMER VAULTS AND ELECTRICAL EQUIPMENT

ROOMS AND ENCLOSURES.

1.9. WHERE DUCTS PASS THROUGH NON-FIRE-RATED INTERIOR

PARTITIONS AND EXTERIOR WALLS AND ARE EXPOSED TO

VIEW, COVER THE OPENING BETWEEN THE PARTITION AND

DUCT OR DUCT INSULATION WITH SHEET METAL FLANGES

OF SAME METAL THICKNESS AS THE DUCT. OVERLAP

OPENINGS ON FOUR SIDES BY AT LEAST 1-1/2 INCHES.

1.10. PROTECT DUCT INTERIORS FROM MOISTURE,

CONSTRUCTION DEBRIS AND DUST, AND OTHER FOREIGN

MATERIALS BOTH BEFORE AND AFTER INSTALLATION.

1.11. ELBOWS: USE LONG-RADIUS ELBOWS WHEREVER THEY FIT.

1.11.1. FABRICATE 90-DEGREE RECTANGULAR MITERED

ELBOWS TO INCLUDE TURNING VANES.

1.11.2. FABRICATE 90-DEGREE ROUND ELBOWS WITH A

MINIMUM OF THREE SEGMENTS FOR 12 INCHES AND

SMALLER AND A MINIMUM OF FIVE SEGMENTS FOR 14

INCHES AND LARGER.

1.12. BRANCH CONNECTIONS: USE LATERAL OR CONICAL

BRANCH CONNECTIONS.

2. INSTALLATION OF EXPOSED DUCTWORK

2.1. PROTECT DUCTS EXPOSED IN FINISHED SPACES FROM

BEING DENTED, SCRATCHED, OR DAMAGED.

2.2. TRIM DUCT SEALANTS FLUSH WITH METAL. CREATE A

SMOOTH AND UNIFORM EXPOSED BEAD. DO NOT USE

TWO-PART TAPE SEALING SYSTEM.

2.3. GRIND WELDS TO PROVIDE SMOOTH SURFACE FREE OF

BURRS, SHARP EDGES, AND WELD SPLATTER. WHEN

WELDING STAINLESS STEEL WITH A NO. 3 OR 4 FINISH,

GRIND THE WELDS FLUSH, POLISH THE EXPOSED WELDS,

AND TREAT THE WELDS TO REMOVE DISCOLORATION

CAUSED BY WELDING.

2.4. MAINTAIN CONSISTENCY, SYMMETRY, AND UNIFORMITY IN

ARRANGEMENT AND FABRICATION OF FITTINGS, HANGERS

AND SUPPORTS, DUCT ACCESSORIES, AND AIR OUTLETS.

2.5. REPAIR OR REPLACE DAMAGED SECTIONS AND FINISHED

WORK THAT DOES NOT COMPLY WITH THESE

REQUIREMENTS.

3. DUCT SEALING

3.1. SEAL DUCTS AT A MINIMUM TO THE FOLLOWING SEAL

CLASSES IN ACCORDANCE WITH SMACNA'S "HVAC DUCT

CONSTRUCTION STANDARDS - METAL AND FLEXIBLE":

3.1.1. COMPLY WITH SMACNA'S "HVAC DUCT CONSTRUCTION

STANDARDS - METAL AND FLEXIBLE."

3.1.2. CONDITIONED SPACE, SUPPLY-AIR DUCTS IN PRESSURE

CLASSES 2-INCH WG AND LOWER: SEAL CLASS C.

4. HANGER AND SUPPORT INSTALLATION

4.1. COMPLY WITH SMACNA'S "HVAC DUCT CONSTRUCTION

STANDARDS - METAL AND FLEXIBLE," CHAPTER 5, "HANGERS

AND SUPPORTS."

4.2. BUILDING ATTACHMENTS: CONCRETE INSERTS,

POWDER-ACTUATED FASTENERS, OR STRUCTURAL-STEEL

FASTENERS APPROPRIATE FOR CONSTRUCTION MATERIALS

TO WHICH HANGERS ARE BEING ATTACHED.

4.2.1. WHERE PRACTICAL, INSTALL CONCRETE INSERTS

BEFORE PLACING CONCRETE.

4.2.2. INSTALL POWDER-ACTUATED CONCRETE FASTENERS

AFTER CONCRETE IS PLACED AND COMPLETELY

CURED.

4.2.3. USE POWDER-ACTUATED CONCRETE FASTENERS FOR

STANDARD-WEIGHT AGGREGATE CONCRETES OR FOR

SLABS MORE THAN 4 INCHES THICK.

4.2.4. DO NOT USE POWDER-ACTUATED CONCRETE

FASTENERS FOR LIGHTWEIGHT-AGGREGATE

CONCRETES OR FOR SLABS LESS THAN 4 INCHES

THICK.

4.3. HANGER SPACING: COMPLY WITH SMACNA'S "HVAC DUCT

CONSTRUCTION STANDARDS - METAL AND FLEXIBLE," TABLE

5-1, "RECTANGULAR DUCT HANGERS MINIMUM SIZE," AND

TABLE 5-2, "MINIMUM HANGER SIZES FOR ROUND DUCT,"

FOR MAXIMUM HANGER SPACING; INSTALL HANGERS AND

SUPPORTS WITHIN 24 INCHES OF EACH ELBOW AND WITHIN

48 INCHES OF EACH BRANCH INTERSECTION.

4.4. HANGERS EXPOSED TO VIEW: THREADED ROD AND ANGLE

OR CHANNEL SUPPORTS.

4.5. SUPPORT VERTICAL DUCTS WITH STEEL ANGLES OR

CHANNEL SECURED TO THE SIDES OF THE DUCT WITH

WELDS, BOLTS, SHEET METAL SCREWS, OR BLIND RIVETS;

SUPPORT AT EACH FLOOR AND AT A MAXIMUM INTERVALS

OF 16 FEET.

4.6. INSTALL UPPER ATTACHMENTS TO STRUCTURES. SELECT

AND SIZE UPPER ATTACHMENTS WITH PULL-OUT, TENSION,

AND SHEAR CAPACITIES APPROPRIATE FOR SUPPORTED

LOADS AND BUILDING MATERIALS WHERE USED.

5. DUCTWORK CONNECTIONS

5.1. COMPLY WITH SMACNA'S "HVAC DUCT CONSTRUCTION

STANDARDS - METAL AND FLEXIBLE" FOR BRANCH, OUTLET

AND INLET, AND TERMINAL UNIT CONNECTIONS.

6. DUCT SCHEDULE

6.1. REFER TO PROJECT MANUAL FOR DUCT SCHEDULE.

MECHANICAL INSTALLATION NOTES

J an

8,

- 1

0:

am H

:\A ct iv e

Pr oj ec ts

\6 \7

N uM

I\1

M

AG

IS

-1

S up po rt Fr am in g\

- F in al D es ig n\ D ra w in gs

\6 -7

-1

M ec ha ni ca l.d w g

6-7-111

MAGIS-100 INFRASTRUCTURE

MODIFICATIONS

M-0.1

Ja n.

8, IS

SU

ED

F O

R B

ID

MECHANICAL

SPECIFICATIONS---- ----

785----

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

ISD ENGINEERING DATE PROJECT NAME.

SHEET NAME:

REVISIONS

REV. DESCRIPTION DATE

REVISION NO.FIMS. NO.

ISD

A

B

MECH DEMO PLAN (750'-0" ELEV.)

1/8" = 1'-0"

MECH DEMO PLAN (430'-0" ELEV.)

1/8" = 1'-0"

1,2,3

MD-2

1,2,3

MD-3

1,2,3

MD-2

1,2,3

MD-3

DEMOLISH EXISTING 26"Ø SUPPLY DUCT.

DEMOLISH REMAINING UNUSED SUPPORT.

COORDINATE DEMOLITION WITH

RELOCATION OF EXISTING STAINLESS STEEL

OIL FILL PIPING. EXISTING DUCTWORK TO

REMAIN IN BUILDING TRENCH.

DEMOLISH EXISTING 26"Ø SUPPLY DUCT

AS SHOWN. EXISTING HORIZONTAL

DISTRIBUTION DUCT TO REMAIN FOR

FUTURE CONNECTION.

1. REFER TO SHEET M-0.1 AND PROJECT MANUAL FOR SPECIFIC

INSTALLATION REQUIREMENTS.

2. INSTALL ALL NEW DUCTWORK PRIOR TO DEMOLITION OF

EXISTING DUCTWORK. DEMOLISH EXISTING DUCTWORK AND

RECONNECT NEW DUCTWORK IN SUCH A WAY TO LIMIT

AMOUNT OF DOWNTIME ON AIR SYSTEM.

3. COORDINATE AHU-2 DOWNTIME WITH FERMI CONSTRUCTION

COORDINATOR.

4. COORDINATE SHAFT ACCESS WITH FERMI CONSTRUCTION

COORDINATOR. ONGOING ACCESS TO SHAFT MAY BE

REQUIRED BE FERMI STAFF AND A COORDINATED ACCESS

SCHEDULE IS A PROJECT REQUIREMENT.

MECHANICAL SHEET NOTES

26"Ø

26"Ø

26"Ø

EXISTING 4" CHILLED WATER

SUPPLY AND RETURN

RISERS TO REMAIN.

EXISTING 6" SUMP

FORCE MAIN. REFER TO

PLUMBING DRAWINGS.

EXISTING 1" STAINLESS STEEL

OIL FILL PIPING. REFER TO

PLUMBING DRAWINGS.

EXISTING 4" CHILLED WATER

SUPPLY AND RETURN

RISERS TO REMAIN.

EXISTING 6" SUMP

FORCE MAIN. REFER TO

PLUMBING DRAWINGS.

EXISTING 1" STAINLESS STEEL

OIL FILL PIPING. REFER TO

PLUMBING DRAWINGS.

J an

8,

- 1

0:

am H

:\A ct iv e

Pr oj ec ts

\6 \7

N uM

I\1

M

AG

IS

-1

S up po rt Fr am in g\

- F in al D es ig n\ D ra w in gs

\6 -7

-1

M ec ha ni ca l.d w g

12/9/2025A. TAYLOR

A. TAYLOR

A. BIELSKUS

J. WILLS

12/9/2025

12/9/2025

12/9/2025

6-7-111

MAGIS-100 INFRASTRUCTURE

MODIFICATIONS

MD-1

Ja n.

8, IS

SU

ED

F O

R B

ID

MECHANICAL DEMO PLANS

1/8"=1'-0" 8 0 8 16

SCALE FEET

785----

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

ISD ENGINEERING DATE PROJECT NAME.

SHEET NAME:

REVISIONS

REV. DESCRIPTION DATE

REVISION NO.FIMS. NO.

ISD

INFRASTRUCTURE

SERVICES DIVISION

W

S

E

PNTN

RISER SHAFT SECTION - DEMO

1/8" = 1'-0"

1 RISER SHAFT SECTION - DEMO

1/8" = 1'-0"

2 RISER SHAFT SECTION - DEMO

1/8" = 1'-0"

T / FLOOR NUMI SERVICE BLDG.

748' - 6"

740' - 0"

730' - 0"

720' - 0"

710' - 0"

700' - 0"

690' - 0"

680' - 0"

670' - 0"

660' - 0"

650' - 0"

640' - 0"

630' - 0"

620' - 0"

610' - 0"

600' - 0"

590' - 0"

580' - 0"

570' - 0"

560' - 0"

550' - 0"

540' - 0"

530' - 0"

520' - 0"

510' - 0"

500' - 0"

490' - 0"

480' - 0"

470' - 0"

460' - 0"

450' - 0"

440' - 0"

430' - 0"

630' - 0" 510' - 0"

MATCHLINE

MATCHLINE

MATCHLINE

MATCHLINE

406' - 0"

DEMOLISH EXISTING 26"Ø SUPPLY

DUCT. COORDINATE DEMOLITION

WITH RELOCATION OF EXISTING

STAINLESS STEEL OIL FILL PIPING.

"Ø

26"Ø

26"Ø

"Ø

"Ø

EXISTING SHAFT

DRAINAGE GUTTER

SYSTEM. DO NOT

DISTURB.

J an

8,

- 1

0:

am H

:\A ct iv e

Pr oj ec ts

\6 \7

N uM

I\1

M

AG

IS

-1

S up po rt Fr am in g\

- F in al D es ig n\ D ra w in gs

\6 -7

-1

M ec ha ni ca l.d w g

12/9/2025A. TAYLOR

A. TAYLOR

A. BIELSKUS

J. WILLS

12/9/2025

12/9/2025

12/9/2025

6-7-111

MAGIS-100 INFRASTRUCTURE

MODIFICATIONS

MD-2

Ja n.

8, IS

SU

ED

F O

R B

ID

MECHANICAL DEMO

SECTIONS---- ----

1/8"=1'-0" 8 0 8 16

SCALE FEET

785----

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

ISD ENGINEERING DATE PROJECT NAME.

SHEET NAME:

REVISIONS

REV. DESCRIPTION DATE

REVISION NO.FIMS. NO.

ISD

T / FLOOR NUMI SERVICE BLDG.

748' - 6"

740' - 0"

730' - 0"

720' - 0"

710' - 0"

700' - 0"

690' - 0"

680' - 0"

670' - 0"

660' - 0"

650' - 0"

640' - 0"

630' - 0"

620' - 0"

610' - 0"

600' - 0"

590' - 0"

580' - 0"

570' - 0"

560' - 0"

550' - 0"

540' - 0"

530' - 0"

520' - 0"

510' - 0"

500' - 0"

490' - 0"

480' - 0"

470' - 0"

460' - 0"

450' - 0"

440' - 0"

430' - 0"

RISER SHAFT SECTION - DEMO

1/8" = 1'-0"

1 RISER SHAFT SECTION - DEMO

1/8" = 1'-0"

2 RISER SHAFT SECTION - DEMO

1/8" = 1'-0"

630' - 0"

510' - 0"

MATCHLINE

MATCHLINE

MATCHLINE

MATCHLINE

406' - 0"

DEMOLISH EXISTING 26"Ø SUPPLY

DUCT AND SUPPORTS.

COORDINATE DEMOLITION WITH

REMOVAL OF EXISTING STAINLESS

STEEL OIL FILL PIPING.

"Ø

"Ø

"Ø

EXISTING SHAFT

DRAINAGE GUTTER

SYSTEM. DO NOT

DISTURB.

J an

8,

- 1

0:

am H

:\A ct iv e

Pr oj ec ts

\6 \7

N uM

I\1

M

AG

IS

-1

S up po rt Fr am in g\

- F in al D es ig n\ D ra w in gs

\6 -7

-1

M ec ha ni ca l.d w g

12/9/2025A. TAYLOR

A. TAYLOR

A. BIELSKUS

J. WILLS

12/9/2025

12/9/2025

12/9/2025

6-7-111

MAGIS-100 INFRASTRUCTURE

MODIFICATIONS

MD-3

Ja n.

8, IS

SU

ED

F O

R B

ID

MECHANICAL DEMO

SECTIONS---- ----

1/8"=1'-0" 8 0 8 16

SCALE FEET

785----

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

ISD ENGINEERING DATE PROJECT NAME.

SHEET NAME:

REVISIONS

REV. DESCRIPTION DATE

REVISION NO.FIMS. NO.

ISD

B

M-4

M-4

MECHANICAL FLOOR PLAN (750'-0" ELEV.)

1/8" = 1'-0"

MECHANICAL FLOOR PLAN (430'-0" ELEV.)

1/8" = 1'-0"

INSTALL NEW 26"Ø

SUPPLY DUCT AND

SUPPORTS.

INSTALL NEW 26"Ø

SUPPLY DUCT AND

CONNECT TO EXISTING.

CONNECT NEW 26"Ø

SUPPLY DUCT TO

EXISTING

26"Ø SA

26"Ø

26"Ø

26"Ø SA

1. REFER TO SHEET M-0.1 AND PROJECT MANUAL FOR SPECIFIC

INSTALLATION REQUIREMENTS.

2. INSTALL ALL NEW DUCTWORK PRIOR TO DEMOLITION OF

EXISTING DUCTWORK. DEMOLISH EXISTING DUCTWORK AND

RECONNECT NEW DUCTWORK IN SUCH A WAY TO LIMIT

AMOUNT OF DOWNTIME ON AIR SYSTEM.

3. COORDINATE AHU-2 DOWNTIME WITH FERMI CONSTRUCTION

COORDINATOR.

4. COORDINATE SHAFT ACCESS WITH FERMI CONSTRUCTION

COORDINATOR. ONGOING ACCESS TO SHAFT MAY BE

REQUIRED BE FERMI STAFF AND A COORDINATED ACCESS

SCHEDULE IS A PROJECT REQUIREMENT.

5. HOT TAP CONNECT NEW CHILLED WATER PIPING TAKE-OFFS

TO PREVENT DROP IN CHILLED WATER SERVICE TO

UNDERGROUND ENCLOSURE.

MECHANICAL SHEET NOTES

MECHANICAL PLAN (733'-0" ELEV.)

1/8" = 1'-0"

MECHANICAL PLAN (580'-0" ELEV.)

1/8" = 1'-0"

MECHANICAL PLAN (440'-0" ELEV.)

1/8" = 1'-0"

PROVIDE SET OF VALVED AND

CAPPED CHILLED WATER SUPPLY

AND RETURN TAKE-OFFS AT THE

ELEVATION NOTED. REFER TO

ELEVATION VIEW FOR PIPE SIZE.

FUTURE CONNECTION BY FERMILAB.

PROVIDE SET OF VALVED AND

CAPPED CHILLED WATER SUPPLY

AND RETURN TAKE-OFFS AT THE

ELEVATION NOTED. REFER TO

ELEVATION VIEW FOR PIPE SIZE.

FUTURE CONNECTION BY FERMILAB.

PROVIDE SET OF VALVED AND

CAPPED CHILLED WATER SUPPLY

AND RETURN TAKE-OFFS AT THE

ELEVATION NOTED. REFER TO

ELEVATION VIEW FOR PIPE SIZE.

FUTURE CONNECTION BY FERMILAB.

26"Ø SA

26"Ø SA

26"Ø SA

1,2,3 M-2

1,2,3 M-3

J an

8,

- 1

0:

am H

:\A ct iv e

Pr oj ec ts

\6 \7

N uM

I\1

M

AG

IS

-1

S up po rt Fr am in g\

- F in al D es ig n\ D ra w in gs

\6 -7

-1

M ec ha ni ca l.d w g

12/9/2025A. TAYLOR

A. TAYLOR

A. BIELSKUS

J. WILLS

12/9/2025

12/9/2025

12/9/2025

6-7-111

MAGIS-100 INFRASTRUCTURE

MODIFICATIONS

M-1

Ja n.

8, IS

SU

ED

F O

R B

ID

MECHANICAL FLOOR PLANS

1/8"=1'-0" 8 0 8 16

SCALE FEET

785----

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

ISD ENGINEERING DATE PROJECT NAME.

SHEET NAME:

REVISIONS

REV. DESCRIPTION DATE

REVISION NO.FIMS. NO.

ISD

INFRASTRUCTURE

SERVICES DIVISION

W

S

RISER SHAFT SECTION - NEW

1 RISER SHAFT SECTION - NEW

1/8" = 1'-0"

2 RISER SHAFT SECTION - NEW

1/8" = 1'-0"

T / FLOOR NUMI SERVICE BLDG.

748' - 6"

740' - 0"

730' - 0"

720' - 0"

710' - 0"

700' - 0"

690' - 0"

680' - 0"

670' - 0"

660' - 0"

650' - 0"

640' - 0"

630' - 0"

620' - 0"

610' - 0"

600' - 0"

590' - 0"

580' - 0"

570' - 0"

560' - 0"

550' - 0"

540' - 0"

530' - 0"

520' - 0"

510' - 0"

500' - 0"

490' - 0"

480' - 0"

470' - 0"

460' - 0"

450' - 0"

440' - 0"

430' - 0"

630' - 0" 510' - 0"

MATCHLINE

MATCHLINE

MATCHLINE

MATCHLINE

406' - 0"

INSTALL NEW 26"Ø

SUPPLY DUCT AND

SUPPORTS.

"Ø

PROVIDE THREE PAIRS OF 1"

PIPE TAKE-OFF AT ELEVATIONS

NOTED. TERMINATE WITH VALVE

FOR FUTURE CONNECTION

PROVIDE FLANGED COLLAR

CONNECTIONS AT POINTS

NOTED FOR FUTURE DUCT

REMOVAL BY OWNER

"Ø

PROVIDE DUCTWORK TO SMOOTHLY

TRANSITION FROM VERTICAL RISER

TO EXISTING HORIZONTAL

DISTRIBUTION DUCTWORK.

26"Ø

26"Ø

"Ø

EXISTING SHAFT

DRAINAGE GUTTER

SYSTEM. DO NOT

DISTURB.

J an

8,

- 1

0:

am H

:\A ct iv e

Pr oj ec ts

\6 \7

N uM

I\1

M

AG

IS

-1

S up po rt Fr am in g\

- F in al D es ig n\ D ra w in gs

\6 -7

-1

M ec ha ni ca l.d w g

12/9/2025A. TAYLOR

A. TAYLOR

A. BIELSKUS

J. WILLS

12/9/2025

12/9/2025

12/9/2025

6-7-111

MAGIS-100 INFRASTRUCTURE

MODIFICATIONS

M-2

Ja n.

8, IS

SU

ED

F O

R B

ID

MECHANICAL SECTIONS

1/8"=1'-0" 8 0 8 16

SCALE FEET

785----

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

ISD ENGINEERING DATE PROJECT NAME.

SHEET NAME:

REVISIONS

REV. DESCRIPTION DATE

REVISION NO.FIMS. NO.

ISD

740' - 0"

730' - 0"

720' - 0"

710' - 0"

700' - 0"

690' - 0"

680' - 0"

670' - 0"

660' - 0"

650' - 0"

640' - 0"

630' - 0"

620' - 0"

610' - 0"

600' - 0"

590' - 0"

580' - 0"

570' - 0"

560' - 0"

550' - 0"

540' - 0"

530' - 0"

520' - 0"

510' - 0"

500' - 0"

490' - 0"

480' - 0"

470' - 0"

460' - 0"

450' - 0"

440' - 0"

430' - 0"

RISER SHAFT SECTION - NEW

1/8" = 1'-0"

1 RISER SHAFT SECTION - NEW

1/8" = 1'-0"

2 RISER SHAFT SECTION - NEW

1/8" = 1'-0"

630' - 0"

510' - 0"

MATCHLINE

MATCHLINE

MATCHLINE

MATCHLINE

406' - 0"

INSTALL NEW 26"Ø

SUPPLY DUCT AND

SUPPORTS.

"Ø

"Ø

PROVIDE DUCTWORK TO SMOOTHLY

TRANSITION FROM VERTICAL RISER

TO EXISTING HORIZONTAL

DISTRIBUTION DUCTWORK.

"Ø

EXISTING SHAFT

DRAINAGE GUTTER

SYSTEM. DO NOT

DISTURB.

J an

8,

- 1

0:

am H

:\A ct iv e

Pr oj ec ts

\6 \7

N uM

I\1

M

AG

IS

-1

S up po rt Fr am in g\

- F in al D es ig n\ D ra w in gs

\6 -7

-1

M ec ha ni ca l.d w g

12/9/2025A. TAYLOR

A. TAYLOR

A. BIELSKUS

J. WILLS

12/9/2025

12/9/2025

12/9/2025

6-7-111

MAGIS-100 INFRASTRUCTURE

MODIFICATIONS

M-3

Ja n.

8, IS

SU

ED

F O

R B

ID

MECHANICAL SECTIONS

1/8"=1'-0" 8 0 8 16

SCALE FEET

785----

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

ISD ENGINEERING DATE PROJECT NAME.

SHEET NAME:

REVISIONS

REV. DESCRIPTION DATE

REVISION NO.FIMS. NO.

ISD

CO

HB

FPHB

FD FD

FS

HD

OFD

OSD

RD

ABBREVIATIONS

ATMOSPHERIC VENT

ABOVE FINISHED FLOOR

AVERAGE

AFF

ATV

AVG

BACKFLOW PREVENTERBFP

BRAKE HORSEPOWERBHP

BRITISH THERMAL UNITBTU

BTU PER HOURBTUH

FEET PER MINUTEFPM

FEETFT

FOOT POUNDFT LB

GAUGEGA

GALLONGAL

GALLONS PER DAYGPD

HEADHD

HORSEPOWERHP

INNER DIAMETERID

INVERT ELEVATIONIE

KILOWATTKW

POUNDSLBS

LINEAR FEETLF

THOUSAND BTUS PER HOURMBH

MAKEUP WATERMUW

NEWN

NOT APPLICABLEN/A

NORMALLY CLOSEDNC

NOT IN CONTRACTNIC

NORMALLY OPENNO

OUTSIDE DIAMETEROD

PRESSURE DIFFERENCEPD

ELECTRICAL PHASEPH

PARTS PER MILLIONPPM

POUNDS PER SQUARE FOOTPSF

POUNDS PER SQUARE INCHPSI

REDUCED PRESSURE ZONE DEVICERPZ

SAFETY FACTORSF

SPECIFIC GRAVITYSG

STATIC PRESSURESP

SQUARESQ

UP THROUGH ROOFUTR

VENTV

VELOCITY PRESSUREVP

EXISTING TO REMAINX

EXISTING TO BE DEMOLISHEDXD

EXISTING TO BE RELOCATEDXR

EXISTING REMOVED AND RELOCATEDXRR

POINT OF CONNECTION

POINT OF DISCONNECTION

PUMP

ANNOTATION SYMBOLS

EQUIPMENT TAG

REVISION DELTA

KEY NOTE

PIPING SYMBOLS

PIPE UP

PIPE DOWN

PIPE TEE DOWN

PIPE CONTINUATION

PIPE CAP

CHECK VALVE

PRESSURE REDUCING VALVE

PIPE UNION

NEW PIPING

XXX-X

X

X

X

X DETAIL/SECTION MARKDETAIL #

SHEET #

XXX

XXX

XXX ROOM TAG

PIPING PITCH (POINTING DOWN)X%

DIRECTION OF FLOW

PROJECT NORTHPN

TRUE NORTHTN

CLEANOUTCO

SANITARY SEWERSAN

SERVICE SINKSS

ROOF DRAINRD

OVERFLOW DRAINOFD

FLOOR DRAINFD

REVOLUTIONS PER MINUTERPM

BELOW FINISHED CEILINGBFC

HOSE BIBBHB

PRESSURE REDUCING VALVEPRV

OPEN SIGHT DRAINOSD

FLOOR SINKFS

VOLTAGEV

VENT THROUGH ROOFVTR

WATER CLOSETWC

LAVATORYLAV

WATER HEATERWH

DOMESTIC COLD WATERDCW

DOMESTIC HOT WATERDHW

DIAMETERDIA

DRINKING FOUNTAINDF

DOWNDN

ELEVATIONEL./ELEV.

EXPANSION TANKET

ELECTRIC WATER COOLEREWC

FAUCETF

MOP SINKMS

STORM SEWERSTRM

THERMOSTATIC MIXING VALVETMV

URINALUR

DOWNSPOUTDS

REVERSE OSMOSISRO

DRAIN WASTE VENTDWV

SUPPLY FIXTURE UNITSSFU

DRAINAGE FIXTURE UNITSDFU

GALLONS PER MINUTEGPM

GALLONS PER HOURGPH

INCHESIN

MANUAL AIR VENTMAV

AREA DRAINAD

NET POSITIVE SUCTION HEADNPSH

AUTOMATIC AIR VENTAAV

EMERGENCY EYE WASHEEW

EMERGENCY SHOWERESH

ELEVATOR SUMP PUMPESP

ELECTRIC WATER HEATEREWH

FLOOR CLEANOUTFCO

FREEZE PROOF HOSE BIBBFPHB

STRAINER

STRAINER WITH BLOW DOWN VALVE

DEMO PIPING

EXISTING PIPING

DOMESTIC COLD WATER PIPING

DOMESTIC HOT WATER PIPING

SANITARY SEWER PIPING

STORM SEWER PIPING

SANITARY VENT PIPING

ELECTRIC WATER COOLER

FIXTURE/EQUIPMENT SYMBOLS

AIR VENT

DRINKING FOUNTAIN

EMERGENCY EYE WASH

EMERGENCY SHOWER

BACKFLOW PREVENTER

FLOOR CLEANOUT

FLOOR DRAIN

FREEZE PROOF HOSE BIBB

FLOOR SINK

HOSE BIBB

LAVATORY

MOP SINK/RECEPTOR

OVERFLOW DRAIN

OPEN SIGHT DRAIN

ROOF DRAIN

REDUCED PRESSURE ZONE DEVICE

SERVICE SINK

URINAL, FLOOR MOUNT

WATER CLOSET, TANK TYPE

WATER HEATER (INSTANTANEOUS)

WATER HEATER (STORAGE TANK)

HUB DRAIN

WATER CLOSET, FLUSH VALVE FLOOR MOUNT

WATER CLOSET, FLUSH VALVE WALL MOUNT

URINAL, WALL MOUNT

WATER CLEANOUTWCO

J an

8,

- 1

0:

am H

:\A ct iv e

Pr oj ec ts

\6 \7

N uM

I\1

M

AG

IS

-1

S up po rt Fr am in g\

- F in al D es ig n\ D ra w in gs

\6 -7

-1

Pl um bi ng .d w g

12/9/2025A. TAYLOR

A. TAYLOR

A. BIELSKUS

J. WILLS

12/9/2025

12/9/2025

12/9/2025

6-7-111

MAGIS-100 INFRASTRUCTURE

MODIFICATIONS

P-0

Ja n.

8, IS

SU

ED

F O

R B

ID

PLUMBING SYMBOLS

785----

SCALE:

PROJECT NO.

SHEET NO.

DESIGNED

DRAWN

CHECKED

APPROVED

ISD ENGINEERING DATE PROJECT NAME.

SHEET NAME:

REVISIONS

REV. DESCRIPTION DATE

REVISION NO.FIMS. NO.

ISD

1. REFER TO PROJECT MANUAL FOR COMPLETE PROJECT

SPECIFICATIONS. IF A CONFLICT EXISTS BETWEEN THIS SECTION

AND THE PROJECT MANUAL, THE PROJECT MANUAL SHALL TAKE

PRECEDENCE.

SECTION 220523 - GENERAL-DUTY VALVES FOR PLUMBING PIPING

1. EXAMINATION

1.1. Examine valve interior for cleanliness, freedom from foreign matter, and corrosion. Remove special packing materials, such as blocks, used to prevent disc movement during shipping and handling.

1.2. Operate valves in positions from fully open to fully closed. Examine guides and seats made accessible by such operations.

1.3. Examine threads on valve and mating pipe for form and cleanliness.

1.4. Examine mating flange faces for conditions that might cause leakage. Check bolting for proper size, length, and material. Verify that gasket is of proper size, that its material composition is suitable for service, and that it is free from defects and damage.

1.5. Examine press fittings to verify they have been properly pressed.

1.6. Do not attempt to repair defective valves; replace with new valves.

Remove defective valves from site.

2. INSTALLATION OF VALVES

2.1. Install valves with unions or flanges at each piece of equipment arranged to allow service, maintenance, and equipment removal without system shutdown.

2.2. Provide support of piping adjacent to valves such that no force is imposed upon valves.

2.3. Locate valves for easy access and where not blocked by

equipment, other piping, or building components.

2.4. For valves in horizontal piping, install valves with stem at or above center of pipe.

2.4.1. For flanged valves, position valve with minimum one bolt hole above horizontal.

2.4.2. For screw valves, position valve stem at minimum 30° above horizontal.

2.5. Install valves in position that does not project into aisles or block access to other equipment.

2.6. Install valves in position to allow full stem and actuator or manual operator movement.

2.7. Install valves in position to allow full maintenance of valve.

2.8. Install valves as nearly as possible to the locations indicated on drawings.

2.8.1. Any change in valve location must be so indicated on the record drawings.

2.9. Verify that joints of each valve have been properly installed and sealed to assure there is no leakage or damage.

2.10. All valves must be true and straight at the time the system is tested and inspected for final acceptance.

2.11. Adhere to manufacturer's written installation instructions. When soldering or brazing valves, do not heat valves above maximum permitted temperature. Do not use solder with melting point temperature above valve manufacturer's written recommended maximum.

3. ADJUSTING

3.1. Adjust or replace valve packing after piping systems have been tested and put into service but before final adjusting and balancing.

Replace valves if persistent leaking occurs.

4. GENERAL REQUIREMENTS FOR VALVE APPLICATIONS

4.1. If valves with specified CWP ratings are unavailable, the same types of valves with higher CWP ratings may be substituted.

4.2. Refer to project manual for valve schedule.

SECTION 220529 - HANGERS AND SUPPORTS FOR PLUMBING PIPING

AND EQUIPMENT

1. APPLICATION

1.1. Strength of Support Assemblies: Where not indicated, select sizes of components, so strength will be adequate to carry present and future static loads within specified loading limits. Minimum static design load used for strength determination is to include weight of supported components plus 200 lb.

2. INSTALLATION OF HANGERS AND SUPPORTS

2.1. Install hangers and supports to allow controlled thermal and seismic movement of piping systems, to permit freedom of movement between pipe anchors, and to facilitate action of expansion joints, expansion loops, expansion bends, and similar units.

2.2. Install lateral bracing with pipe hangers and supports to prevent swaying.

2.3. Install building attachments within concrete slabs or attach to structural steel. Install additional attachments at concentrated loads, including valves, flanges, and strainers, NPS 2-1/2 and larger and at changes in direction of piping.

2.4. Load Distribution: Install hangers and supports so that piping live and dead loads and stresses from movement will not be transmitted to connected equipment.

2.5. Pipe Slopes: Install hangers and supports to provide indicated pipe slopes and to not exceed maximum pipe deflections allowed by ASME B31.9 for building services piping.

2.6. Insulated Piping:

2.6.1. Attach clamps and spacers to piping.

2.6.1.1. Piping Operating above Ambient Air Temperature: Clamp may project through insulation.

2.6.1.2. Piping Operating below Ambient Air Temperature: Use

thermal-hanger shield insert with clamp sized to match OD of insert.

2.6.1.3. Do not exceed pipe stress limits allowed by ASME B31.9 for building services piping.

2.6.2. Install MSS SP-58, Type 39, protection saddles if insulation without vapor barrier is indicated. Fill interior voids with insulation that matches adjoining insulation.

2.6.2.1. Thermal-hanger shield inserts may be used as an option.

Include steel weight-distribution plate for pipe NPS 4 and larger if pipe is installed on rollers.

2.6.3. Install MSS SP-58, Type 40, protective shields on cold piping with vapor barrier. Shields are to span an arc of 180 degrees.

2.6.3.1. Thermal-hanger shield inserts may be used as an option.

Include steel weight-distribution plate for pipe NPS 4 and larger if pipe is installed on rollers.

2.6.4. Shield Dimensions for Pipe: Not less than the following:

2.6.4.1. NPS 1/4 to NPS 3-1/2 (DN 8 to DN 90): 12 inches long and 0.048 inch thick.

2.6.4.2. NPS 4 (DN 100): 12 inches long and 0.06 inch thick.

2.6.4.3. NPS 5 and NPS 6 (DN 125 and DN 150): 18 inches long

and 0.06 inch thick.

2.6.4.4. NPS 8 to NPS 14 (DN 200 to DN 350): 24 inches long and

0.075 inch thick.

2.6.4.5. NPS 16 to NPS 24 (DN 400 to DN 600): 24 inches long

and 0.105 inch thick.

2.6.5. Pipes NPS 8 (DN 200) and Larger: Include wood or reinforced calcium-silicate-insulation inserts of length at least as long as protective shield.

2.7. Metal Pipe-Hanger Installation: Comply with MSS SP-58. Install hangers, supports, clamps, and attachments as required to properly support piping from building structure.

2.8. Strut System Installation: Metal; arrange for grouping of parallel runs of piping, and support together on field-assembled metal framing systems.

2.9.