2_-_Project_Drawings_-_Pt1.pdf

W

W

W

W

W

W

W

W

W

WV

WV

TB

WV

E x

E x

E x

ICV

SS

SS

SS

SS

SS

CO

UT

UT

UT

UT

UT

UT

UTUT

UT

UTUT

UT

UTUT

UT

UTUT

UT

UT

UT

SS

W

W W

SD

SD

FOUND MONUMENT

DRY 4

EL = 2615.78'

N: 11678436.20 E:1673959.24

FOUND MONUMENT

DORM 2

EL = 2639.07

N: 11681394.49 E:1678981.79

3 3

3 3

(4.2%)

(4.2%)

(4.0%

(3.6%)

(8.8%)

(7.6%

(0.2%)

(9.9%)

(8 .2

(0 .6

(7 .8

(1 .5

(0 .9

(0 .6

(0 .2

(9.1%

(1.0%)(1.9%)

(0 .9

(0.8%)

(0.5%) (0.6%)

NOTE 2

134.72' 3.00'

4.

19.52'

5.73'

5.83'

(1 .9

(6 .3

(0.2%

(2.0%)(5 .2

(8 .5

(0 .3

10.00'

NDI LAB PARKING LOT

5.

BASIS OF BEARING N59°30'07"E 5829.02'

N68°38'41"E 3499.02'

N 70°04'03"E 3468.71'

BEGIN

END

6" CAST IRON PIPE TYP.

PER RECORD DRAWINGS

1 14" PIPE PER RECORD

DRAWINGS

BLDG 5406

TYP.

TYP.

BEGIN

END

BEGIN

END

1.5" (E) DOMESTIC

WATER LINE TO

BE REPLACED

PER C-102

2.

3.

O:\Projects\Louisville\IER\01297\200-01297-16029\CAD\SheetFiles\CD-101 - CIVIL DEMOLITION.dwg

SCALE:

5' 10' 20'

1" = 10'

REMOVE EXISTING CONCRETE AND BASE

EXISTING BUILDING TO REMAIN

CONSTRUCTION NOTES:

EXISTING-PROTECT IN PLACE

REMOVE

1. CONCRETE SIDEWALK

2. BRICK WALL

3. TREE

4. AC PAVEMENT

5. CONCRETE PAD

6. POWER POLE

8. CATCH BASIN

9. GAS LINE

10. POWER EQUIPMENT

11. CONCRETE CURB

12. SEWER LINE

13. SANITARY SEWER CLEANOUT

14. SANITARY SEWER MANHOLE

15. GUY WIRE

16. OVERHEAD UTILITY

17. CONCRETE PAVEMENT

18. BUILDING

20. CHILLER

21. FIRE HYDRANT

22. WATER VALVE

23. WATERLINE

24. PAVEMENT MARKINGS

25. SAWCUT (NEAREST JOINT)

RELOCATE

NOTES

1. EXISTING LANDSCAPING TO BE PROTECTED IN PLACE OR

RESTORED IN KIND.

2. CONTRACTOR TO USE EXISTING TAP AND VERIFY VALVE

IS IN PROPER WORKING ORDER.

REMOVE EXISTING AC AND BASE

CD-101

P

UTILITY METER (AS SHOWN)

UTILITY RISER (AS SHOWN)

UTILITY MANHOLE (AS SHOWN)

UTILITY VALVE (AS SHOWN)

LIGHT POLE

FIRE HYDRANT

POST

TRAFFIC SIGN

SPIGOT

DECIDUOUS TREE

CLEANOUT

FLAG (AS SHOWN)

CO

UTILITY POLE (AS SHOWN)GUY ANCHOR

UE (E) ELECTRICAL

(E) SEWER LINE

W (E) WATER LINE

SS

DRAINAGE ARROW

G (E) GAS LINE

BACKFLOW PREVENTER

(E) FENCEx x x x

MONUMENT

UT (E)COMMUNICATIONS CABLE

LEGEND

SAWCUT

PROJECT LIMITS

.0

4'

24.1690'

FINISHED FLOOR

FINISHED SURFACE

TOP OF CURB

FLOW LINE

FF

FS

TC

FL

EXISTING(XX)

PROPOSEDXX

WV

W W

W W

FHWV

W

W W

W

W

W

W

W

W

WV

WV

TB

WV

E x

E x

E x

ICV

SS

SS

SS

SS

SS

UT

UT

UT

UT

UT

UT

UTUT

UT

UTUT

UTUTUT

UT

UTUT

UT

UT

UT

SS

SD

SD

R 30.00'

STAN

D

O

FF

30.00' S

TA

N D

O

FF

30.00' S

TA

N D

O

FF

BLDG. NO. 5406

FF = 2635.41

CONTRACTOR TO HYDROSCRUB EXISTING

SEWER LINE FROM PROPOSED CLEANOUT

TO EXISTING SEWER MANHOLE

8.00'

R30.00'

STANDOFF

9 6" C900 CLASS 150 PVC

PIPE (FIRE SUPPLY)

2" C901 PE PIPE

(DOMESTIC SUPPLY)

SEE PLUMBING

PLANS FOR

CONTINUATION

SEE PLUMBING PLANS

FOR CONTINUATION OF

PIPE AND PIPE BACK

FLOW PREVENTOR

CONTRACTOR TO

VERIFY LOCATION OF

GAS LINE PRIOR TO

CONSTRUCTION

POC

POC

MATCH EXISTING

PVAEMENT

CONTRACTOR TO CONFIRM WATER

VALVE IS IN GOOD WORKING

ORDER. VALVE TO BE REMOVED

AND REPLACED IF IN POOR

CONDITION.

14.00'

11.55'23.00'

10.00'

6.00'

MATCH EXISTING

PAVEMENT

R30.00' STANDOFF

MATCH EXISTING

PVAEMENT

4.00'

8.46'

4.00'

NDI LAB PARKING LOT

135°

JOIN EXISTING

1.34'

6.00'

4.00'

4.00'

5% 2%

5.00'

MATCH

EXISTING

MATCH

EXISTING

7%

2%

2%

1.00'

12 12

NOTE 1

NOTE 1

NOTE 1

2%3%

10.65'

6.00'

6" C900 CLASS 150 PVC

PIPE (FIRE SUPPLY)

CONSTRUCT TO DRAIN

AWAY FROM CURB AT

0.5% MIN, 2.0% MAX

CONSTRUCT TO DRAIN AWAY FROM

CURB AT 0.5% MIN, 2.0% MAX

O:\Projects\Louisville\IER\01297\200-01297-16029\CAD\SheetFiles\C-102 - SITE.dwg

SCALE:

5' 10' 20'

1" = 10'

CONSTRUCTION NOTES

2 TWO WAY CLEANOUT PER DETAIL 3 SHEET C-501

4 CONCRETE WALKWAY PER DETAILS 4 AND 5 SHEET C-501

5 SINGLE CURB PER DETAIL 1 SHEET C-501

3 WATER/FIRE SUPPRESSION TRENCH PER DETAIL 6 SHEET C-501

1 REDUCED PRESSURE BACKFLOW PREVENTOR DETAIL 2 SHEET C-502

7 PAVEMENT MARKING WITH 6" STRIPE, WHITE, SPACED 3.75' AT 45

DEGREES, PER MUTCD.

8 UTILITY PATCH PER DETAIL 6 SHEET C-501

9 THRUST BLOCK PER DETAIL 1 SHEET C-502

10 HOT TAP PER DETAIL 5 SHEET C-502

WHITE NO PARKING MARKING

CONCRETE WALKWAY PER DETAIL 5 SHEET C-503

LEGEND

6 FIRE HYDRANT PER DETAIL 4 SHEET C-503

C-102

12 PIPE GATE PER DETAIL 1 SHEET C-504

13 DRIVEWAY ENTRANCE PER DETAIL 2 SHEET C-503

14 WALKWAY ENTRANCE PER DETAIL 1 SHEET C-503

15 PARKING PER DETAIL 3 SHEET C-503

AC PAVEMENT PER DETAIL 6 SHEET C-503

DECORATIVE ROCK COVER

16 DECORATIVE ROCK COVER

17 VALVE BOX AND COLLAR INSTALLATION PER DETAIL 3 SHEET C-502

18 CURB AND GUTTER PER DETAIL 1 SHEET C-501

NOTES:

1. MAINTAIN DRAINAGE AWAY FROM CURB TO

PREVENT PONDING. MINIMUM SLOPE IS 1.5%

MAXIMUM SLOPE IS 5%.

O:\Projects\Louisville\IER\01297\200-01297-16029\CAD\SheetFiles\C-501 - Detail 1.dwg

UTILITY PATCH2

NTS

CONCRETE CURB1

NTS

TWO WAY CLEANOUT3

NTS

CONCRETE WALKWAY4

NTS

W A

TE

R

" M

IN

. C O

V E

R

FI

R E

W A

TE

R

" M

IN

C O

V E

R

4" M

IN

6" CLEAR

BOTH SIDES OF PIPE

PIPE O.D.

" M

IN

INSTALL LOCATION WIRE AT TOP OF PIPE FOR

ALL PVC LINES

(PER SPECIFICATIONS)

PIPE PER PLAN

BACKFILL

(PER SPECIFICATIONS)

SAW CUT EXISTING PCC

FINISH SURFACE

INSTALL UTILITY

MARKING TAPE

SPRINGLINE

D /2

#5 GRADE 40 CORROSION

RESISTANT TIEBAR OR DEFORMED.

BAR 18" LONG AT 24" O.C.

12" MIN PCC

12" 12"

BEDDING MATERIAL

PER SPECIFICATIONS

WATER/FIRE SUPPRESSION TRENCH6

NTS

UNDER LANDSCAPE UNDER PCC PAVEMENT

C-501

ALKWAYCONCRETE WA CONCRETE WALKWAY SECTION5

NTS

CONCRETE SIDEWALK PER

DETAIL 4 THIS SHEET

O:\Projects\Louisville\IER\01297\200-01297-16029\CAD\SheetFiles\C-502 - Detail 2.dwg

VALVE BOX INSTALLATION3

NTS

REDUCED PRESSURE BACKFLOW PREVENTOR2

NTS

THRUST BLOCKS1

NTS

TYPE A

HOT TAPPING PIPES

VARYING IN DIAMETER

EXISTING 6" WATER MAIN

HOT TAPPING SLEEVE

CONCRETE THRUST

BLOCK PER DETAIL 2,

THIS SHEET

GRANULAR BEDDING

EXISTING 6" WATER MAIN

PROPOSED WATER

LINE

TYPE B

CONNECTING PIPES WITH

THE SAME DIAMETER

EXISTING 6" WATER MAIN

TEE

PROPOSED WATER

LINE

TRANSITION COUPLING

EXISTING 6" WATER MAIN

CONCRETE THRUST

BLOCK PER DETAIL 2,

THIS SHEET

GRANULAR BEDDING

WATER LINE

CONNECTION TO EXISTING MAIN5

NTS C-502

E BACKFLOW PREVENTORREDUCED PRESSUR

INSTALL

INSULATED

VALVE JACK

E BOX INSTALLATIONVALVE3

NTS

E X

IS

TI

N G

A C

P A

V E

M E

N T

A C

P A

V E

M E

N T

P E

R D

E

TA

IL

S

H E

E T

C -5

ASPHALT CONCRETE

AGGREGATE BASE

SAWCUT

NEW AC PAVEMENT TO

EXISTING AC PAVEMENT3

NTS

SAW CUT 2 FEET

MIN. BACK FROM

PAVEMENT JOIN

TACK COAT

EXISTING

AGGREGATE BASE

NEW PAVEMENT

SECTION

12" MINIMUM

RECOMPACTED

SUBGRADE

RECOMPACT EXISTING

AGGREGATE BASE IN

KIND

EXISTING ASPHALT

EXISTING

SUBGRADE

SUBGRADE

METER TO BE

PLACED INSIDE OF

BUILDING PER

PLUMBING PLANS

O:\Projects\Louisville\IER\01297\200-01297-16029\CAD\SheetFiles\C-503 - Detail 3.dwg

DRIVEWAY ENTRANCE2

NTS

WALKWAY ENTRANCE1

NTS

FIRE HYDRANT4

CONRETE PAVEMENT/DRIVEWAY5

C-503

STANDARD PARKING DETAIL3

NTS

9. USE CLOW VALVE COMPANY MODEL 2545

10. FIRE HYDRANTS NOT IN SERVICE SHALL BE TAGGED

BY THE CONTRACTOR WITH "OUT OF SERVICE" RINGS OR

PLACE A BLACK BAG OVER THE HYDRANT UNTIL

ACCEPTED BY THE GOVERNMENT.

11. HYDRANTS SHOULD BE FLOW TESTED AND BONNETS

PAINTED PER NFPA 25. THE BARREL SHOULD ALSO BE

PAINTED.

BARREL - BROWN (FS COLOR 30045)

1500 GPM AND GREATER - BLUE (FS COLOR 15200)

1000 GPM TO 1499 GPM- GREEN (FS COLOR 14090)

500 GPM TO 999 GPM - ORANGE (FS COLOR 12246)

BELOW 500 GPM - RED (FS COLOR 11086)

12. INSTALL CONCRETE VALVE COLLAR PER DETAIL 3

SHEET C-502

6"

CLASS II AGGREGATE

BASE (95% COMPACTION) 6"

NOTE:

1. PROVIDE EXPANSION JOINTS AT INTERFACE WITH BUILDINGS, SEWER

AND WATER STRUCTURES, DRAINAGE INLETS, CURB OR GUTTER AND

WITH EXISTING PAVEMENT.

OVEREXCAVATION

(95% COMPACTTION) 6"

3" CLEAR

ASPHALT PAVEMENT6

NTS

1.

5"

CLASS II AGGREGATE

BASE (95% COMPACTION)

6"

OVEREXCAVATION

(95% COMPACTTION) 6"

NOTE:

1. PAVEMENT SECTION IS BASED ON RECORD DRAWINGS. ACTUAL

STRUCTURAL SECTION TO MATCH EXISTING STRUCTURAL SECTION.FIRE HYDRANT NOTES CONTINUED:

C900 CLASS 150 PVC

" M

A X

6"

NOTE 1: REFER TO DETAIL 5 THIS SHEET FOR ACTUAL STRUCTURAL SECTION.

PRIME COAT

PORTLAND CEMENT

CONCRETE

AC PAVEMENT

3" C

LE

A

R

O:\Projects\Louisville\IER\01297\200-01297-16029\CAD\SheetFiles\C-504 - Detail 4.dwg

C-504

PIPE GATE1

NTS REFERENCE SHEETS C-102

B

4' -0

2'-2"

3" M

IN

4' -3

11'-0"

SECTION A - GATE KEEPER SECTION

NOT TO SCALE

ENLARGEMENT B - GATE PIVOT PLAN SECTION

NOT TO SCALE

10" NOMINAL DIA. EXTRA STRONG STEEL PIPE

BOLLARD, CONCRETE FILLED.

2"x

2" FLATBAR WELDED TO CHAIN. WELD

CHAIN TO BOLLARD.

10" DIA. STEEL PIPES WELDED TOGETHER

AND TO 12" STEEL PIPE. CAP AT OPEN END.

ONE-THIRD OF 8" PIPE, 6" LONG. WELD TO

BOLLARD AT HEIGHT WHICH SUPPORTS

UPPER 8" PIPE IN A LEVEL POSITION.

NOTE: PROVIDE A 2" SPACE IN THE TOP 2" STEEL RING @ 120° FROM THE CLOSED POSITION.

WELD A CORRESPONDING 2" STEEL PLATE INSIDE THE 10" STEEL PIPE AT 120° FROM THE

CLOSED POSITION &1/4" BELOW THE TOP RING.

10" NOMINAL DIA. EXTRA

STRONG STEEL PIPE

BOLLARD, CONCRETE

FILLED.

GREASE FITTINGS (CONTRACTOR

SHALL GREASE THE TWO PIECES OF

STEEL)

10" NOMINAL DIA. EXTRA STRONG STEEL PIPE

BOLLARD, CONCRETE FILLED.

REFER TO SECTION D FOR CONC.

REINFORCEMENT.

"ROAD CLOSED" SIGN PER

MUTCD R11-2 INSTALLATION

GUIDELINES

10" NOMINAL DIA. EXTRA

STRONG STEEL PIPE BOLLARD,

CONCRETE FILLED.

REFER TO SECTION D FOR

CONC. REINFORCEMENT.

8" DIA. STEEL PIPES WELDED

TOGETHER AND TO 10" STEEL

PIPE. CAP AT OPEN END.

D

SECTION D - CIRCULAR CONCRETE

3" CLEAR,

TYP.

#4 TIES @ 12" O.C.

12"

LAP

EDGE OF FOOTING

10" POST

3 (1/8")

REINFORCEMENT

NOT TO SCALE

3/4" STL. PLATE CAP

WELD TO STL. PIPE.

ZERK FITTING

SECTION C - GATE PIVOT SECTION

NOT TO SCALE

8" DIA. STEEL PIPES WELDED TOGETHER

AND TO 12" STEEL PIPE. CAP AT OPEN

END.

10" NOMINAL DIA. EXTRA

STRONG STEEL PIPE

BOLLARD, CONCRETE

FILLED.

12" NOMINAL DIA. EXTRA

STRONG STEEL PIPE

SLEEVE.

3/4" STL. PLATE FLANGE

WELD TO STL. PIPE.

ALIGN HOLES IN TOP AND BOTTOM

FLANGES

90°

2"

6 PLACES

EQ. SPACES

2"

6 PLACES

EQ. SPACESC

10" NOMINAL DIA.

EXTRA STRONG STEEL

PIPE BOLLARD,

CONCRETE FILLED.

3/4" STL. PLATE

FLANGE WELD TO

STL. PIPE.

3/4" STL. PLATE

FLANGE WELD TO

STEEL BOLLARD.

3/8" DIA. HOLES (TYP.) FOR

MOUNTING "ROAD CLOSED"

SIGN

3"

MIN.

PAD LOCK

STD. AUTOMOTIVE 13" WHEEL HUB. BOLT TO

BOLLARD. ALIGN CENTERLINES OF HUB, 10"

PIPES TO ENSURE FREE ROTATION.

3/4" STL. PLATE CAP

WELD TO STL. PIPE.

10" NOMINAL DIA.

EXTRA STRONG

STEEL PIPE SLEEVE.

51 (2")

TYP. EA.

JOINT

51 (2")

TYP. EA.

JOINT

NOTE:

PROVIDE ADDITIONAL GATE KEEPER POST WITH ONE-THIRD

PIPE CRADLE, CHAIN AND PIN TO SUPPORT GATE IN OPEN

POSITION PER SECTION A.

11'-0"

CLEVIS AND PIN LOCK

OBJECT MARKER PER MUTCD OM-3L WITH RED AND

WHITE STRIPING

OBJECT MARKER PER MUTCD OM-3R WITH

RED AND WHITE STRIPING

3/8" DIA. HOLES (TYP.) FOR

MOUNTING OBJECT MARKER

GATE PIVOT

NOT TO SCALE

GATE KEEPER FOUNDATION PER GATE

PIVOT DETAIL AND SECTION D THIS SHEET

51 (2")

TYP. EA.

JOINT

51 (2")

TYP. EA.

JOINT

3/8" DIA. HOLES (TYP.) FOR

MOUNTING "ROAD CLOSED"

SIGN

1. ALL CONCEALED LOW PRESSURE SUPPLY DUCTWORK SHALL BE EXTERNALLY WRAPPED WITH

DUCTWRAP. SEE SPECIFICATION FOR ADDITIONAL INSULATION REQUIREMENTS.

2. OUTSIDE AIR DUCTWORK SHALL BE EXTERNALLY WRAPPED WITH DUCTWRAP.

3. CONCEALED EXHAUST AIR DUCTWORK SHALL NOT REQUIRE INSULATION, EXCEPT DUCTWORK INDICATED

ON THE DRAWINGS SHALL BE LINED WITH 1"-1.5 LB DENSITY DUCTLINER.

4. EXISTING DUCTWORK TO REMAIN SHALL BE CLEANED AND SHALL HAVE A DUCT AIR LEAKAGE TEST PERFORMED PER THE T&B SPECIFICATION. EXISTING DUCTWORK SHALL BE SEALED AS REQUIRED.

5. ALL DUCTWORK IS SHOWN AS FREE AREA INSIDE DIMENSIONS.

6. USE 45 DEG. TAPS FOR ROUND TO ROUND TAKE OFF'S. PROVIDE VOLUME DAMPER AT EACH TAKE OFF.

7. DO NOT CONSTRUCT OR INSTALL TAPS OUT OF REDUCERS, TEES AND OR ELBOWS.

8. ALLOW FOR FIELD MEASURED OFFSETS OR TRANSITIONS, ELBOWS ETC.

9. SUPPORT ALL FLEXIBLE DUCTWORK AS SHOWN IN SMACNA FIGURE 3-10, 2005.

10. DO NOT USE FLEX DUCT IN EXPOSED AREAS. MAXIMUM FLEX DUCT LENGTH AT ANY CONNECTION SHALL

NOT EXCEED TWO FEET. FLEX DUCT SHALL NOT BE USED FOR ELBOWS.

11. GRILLES, REGISTERS AND DIFFUSERS CONNECTED BY FLEXIBLE DUCT SHALL BE SUPPORTED

INDEPENDENTLY OF THE FLEXIBLE DUCT.

12. ELBOWS SHALL BE 90 DEG. ELLS WITH DOUBLE THICKNESS TURNING VANES OR WHERE SPACE PERMITS RADIUS FITTING WITH CENTERLINE RADIUS EQUAL TO 1.5 TIMES THE DUCT WIDTH CENTERLINE. NO

OTHERS WILL BE ALLOWED.

13. COORDINATE FINAL LOCATION OF ALL REGISTERS, GRILLES, DIFFUSERS ETC. WITH ARCHITECTURAL

DRAWINGS AND LIGHTING PLANS.

1. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL POSSIBLE CONDITIONS. IT IS INTENDED THAT A COMPLETE SYSTEM BE PROVIDED WITH ALL NECESSARY EQUIPMENT, APPURTENANCES, AND CONTROLS, COMPLETELY COORDINATED WITH ALL DISCIPLINES. ALL PARAMETERS GIVEN IN THESE DOCUMENTS SHALL BE STRICTLY CONFORMED WITH. ANY ITEMS AND LABOR REQUIRED FOR A COMPLETE SYSTEM IN ACCORDANCE WITH ALL APPLICABLE CODES, STANDARDS, AND THESE CONTRACT DOCUMENTS SHALL BE FURNISHED WITHOUT OCCURING ANY ADDITIONAL COST TO THE OWNER.

CAREFULLY REVIEW ALL CONTRACT DOCUMENTS AND THE DESIGN OF OTHER TRADES BEFORE PREPARING

SHOP DRAWINGS.

2. ALL DUCTWORK SHALL BE MOUNTED WITHIN 12-24 INCHES OF CEILINGS EXCEPT TO AVOID INTERFERANCES

WITH OTHER CONSTRUCTION.

3. COORDINATE EQUIPMENT AND PIPING WITH ALL OTHER DISCIPLINES AND TRADES. MAKE ALL OFFSETS AND TRANSITIONS TO COORDINATE WITH OTHER TRADES WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER.

4. COORDINATE THE EXACT LOCATION AND SIZE OF ALL ROOF, WALL, AND SLAB PENETRATIONS WITH THE

ARCHITECTURAL DRAWINGS.

5. ALL NEW PIPING SHALL BE LOCATED AS HIGH AS POSSIBLE.

6. MOUNT THERMOSTATS WHERE INDICATED ON PLANS, 4'-0" A.F.F. UNLESS NOTED OTHERWISE.

7. ELECTRICAL CONTRACTOR TO VERIFY CONTROL VOLTAGES WITH EQUIPMENT AND PROVIDE ACCORDINGLY.

8. CELLULAR ELASTIC INSULATION SHALL NOT BE USED. CONTRACTOR SHALL USE MINERAL FIBER AND

FOAMGLASS INSULATION.

9. TEST AND BALANCE SHALL BE CONDUCTED FOR ALL NEW AND EXISTING SYSTEMS.

10. ALL NEW PIPING SHALL BE A MINIMUM OF 3/4" DIAMETER. NO 1/2" DIAMETER PIPING SHALL BE USED.

ABS ABSOLUTE

AD ACCESS DOOR

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

BHP BRAKE HORSEPOWER

CONC CONCRETE

CONN CONNECTION

CONT CONTINUATION

D DRAIN

DIA DIAMETER

DN DOWN

DWG DRAWING

EAT ENTERING AIR TEMPERATURE

EF EXHAUST FAN

ENT ENTERING

ESP EXTERNAL STATIC PRESSURE

EUH ELECTRIC UNIT HEATER

F FAHRENHEIT

FLEX FLEXIBLE

FPM FEET PER MINUTE

GAL GALLONS

GPM GALLONS PER MINUTE

HD HEAD

HP HORSEPOWER

L LOUVER

LAT LEAVING AIR TEMPERATURE

MAX MAXIMUM

MIN MINIMUM

N.T.S. NOT TO SCALE

NG NATURAL GAS

PD PRESSURE DROP

PRV PRESSURE REDUCING VALVE

SP STATIC PRESSURE

SPEC SPECIFICATION

STANDARDSTD

TEMP TEMPERATURE

T STAT THERMOSTAT

TYP TYPICAL

V VOLT

W WATT

WG WATER GAUGE

SYMBOL DESCRIPTION

EXH

FFE FINISH FLOOR ELEVATION

CP-1 CONTROL PANEL WITH DESIGNATION

AFG ABOVE FINISH GRADE

EXHAUST

FD FIRE DAMPER

3. ALL SYMBOLS WHICH APPEAR WITHIN THE LEGEND MAY NOT APPLY TO THIS PROJECT.

2. THIS LEGEND IS FOR REFERENCE ONLY.

ELBOW, TURNED UP

BUTTERFLY VALVE

ANCHOR, INTERMEDIATE

ELBOW, TURNED DOWN

NOTES:

BALL VALVE

GATE VALVE

TEE

DUCT SIZE, FIRST FIGURE IS DIMENSION SHOWN ON PLAN20x12

LOUVER AND SCREEN

GRILLE OR REGISTER, SIDEWALL

SUPPLY GRILLE OR REGISTER, CEILING

SUPPLY AIR FLOW

CONNECTION, TOP

CONNECTION, BOTTOM

CAP

DUCT TRANSITION

DUCT SECTION, POSITIVE PRESSURE

DUCT SECTION, NEGATIVE PRESSURE

FD

TURNING VANES

NEW DUCTWORK

FIRE DAMPER (1.5 HR) AND SLEEVE, PROVIDE ACCESS DOOR

1. ALL DUCT TAPS SHALL BE PER SMACNA STANDARDS LATEST EDITION.

THERMOSTAT

RETURN GRILLE OR REGISTER, CEILING

EXHAUST GRILLE OR REGISTER, CEILING

MECHANICAL ABBREVIATIONSMECHANICAL LEGEND

MOTORIZED DAMPER

CO SENSOR2

MASTER EMERGENCY SHUTDOWN SWITCH

SB SECURITY BARS

AP ACCESS PANEL

SAH SPLIT SYSTEM AIR HANDLING UNIT

ET EXPANSION TANK

APD AIR PRESSURE DROP

WPD WATER PRESSURE DROP

Ø DIAMETER

VAV VARIABLE AIR VOLUME

TYPE IN SCHEDULE

REFERENCE AIR DEVICE

FIRST THREE LETTERS

(CDA)

AIR QUANTITY DELIVERED

BY DEVICE IN CFM

LP LOUVERED PENTHOUSE

GH GRAVITY HOOD

OA OUTDOOR AIR

EA EXHAUST AIR

UH UNIT HEATER

CU CONDENSING UNIT

VOLUME DAMPER

AAV AUTOMATIC AIR VENT

HW HOT WATER

CW CHILLED WATER

FLEXIBLE DUCTWORK

TRANSFER AIRTA

RA RETURN AIR

SA SUPPLY AIR

EMCS ENERGY MANAGEMENT AND CONTROL SYSTEM

CDA 250

RL REFRIGERANT LIQUID LINE

RS REFRIGERANT SUCTION LINE

CAP. CAPACITY

3HR

FIRE DAMPER (3 HR) AND SLEEVE, PROVIDE ACCESS DOOR

MECHANICAL GENERAL NOTES:

DUCTWORK NOTES:

UC UNDERCUT

CONNECT TO EXISTING

PRESSURE GAUGE

THERMOMETER

VFS VARIABLE FREQUENCY STARTER

BDD BACKDRAFT DAMPER

LIMIT OF DEMOLITION

DEMOLISH EXISTING

NO LONGER EXISTING

\\tts024fs1\Projects\IER\01297\200-01297-16029\CAD\SheetFiles\M-001 - MECHANICAL LEGEND AND NOTES.dwg

M-001