_27 LNC BD - MECHANICAL (pg 215-223).pdf

CHWS

CD

CDR

CWR

CWS

HWR

HWS

G

STM

(E)

CHWR Chilled-Water Return

Chilled-Water Supply

Condensate Drain

Steam Condensate Return

Condenser-Water Return

Condenser-Water Supply

Hot-Water Return

Hot-Water Supply

Natural Gas

Steam Supply

RL

RS

Refrigerant Liquid

Refrigerant Gas

2"

RD Refrigerant Discharge

Mechanical Piping Symbols

Keynote Symbol

Continuation Symbol

Sheet Number Where Detail is Placed

Detail Number on Sheet

Plan Revision Number

General Plan Symbols

Room Name / Number

Point Where New Connects To Existing

Existing Pipe To Remain

Area Being Demolished

Area Not In Contract

Pipe To Be Demolished

Above Ground Piping

Nominal Pipe Size

Below Ground Piping

Pipe Slope (When Applicable)

* NOTE *

ALL OF GENERAL NOTES ON THIS SHEET ARE TO BE APPLIED TO ALL OTHER DRAWINGS IN

THIS SET.THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT BE

USED IN THIS SET OF DRAWINGS.

LP Liquid Propane

1/8" / 12" SLOPE

24"x12"

24"/12"

18"Ø

General Exhaust Air

Outdoor Air

Building Relief Air

Return Air

Supply Air

Transfer Air

Grille, Register, Diffusers

Airflow

Catalog Throw Performance Neck Size / Module Size

Existing Duct To Remain

Oval Duct Size (Width / Height)

Sq. Duct Size (Width x Height)

HVAC Symbols

Rect. Supply Duct Rise / Drop

Mechanical Equipment

Round Duct Size (Diameter)

Duct To Be Demolished

Kitchen Exhaust Duct

Env. Tobacco Smoke

Equipment By Others (Refer To Other Disciplines)

Existing to Remain Equipment

Flue Gas Vent

Combustion Air

Ventilation Air

(E)AHU-2

Ø ROUND

ABV ABOVE

AC AIR CONDITIONING

AD AREA DRAIN

ADD ADDENDUM

AFF ABOVE FINISHED FLOOR

AFUE ANNUAL FUEL UTILIZATION EFFICIENCY

ALT ALTERNATE

AP ACCESS PANEL

ARCH ARCHITECT/ARCHITECTURAL

BFF BELOW FINISHED FLOOR

BLW BELOW

BTU BRITISH THERMAL UNITS

BTUH BRITISH THERMAL UNITS PER HOUR

CAP CAPACITY

CB CATCH BASIN

CFM CUBIC FEET PER MINUTE

CLG CEILING

CO CLEAN OUT

CW COLD WATER

D DEGREE

DB DRY BULB

DIA DIAMETER

DN DOWN

DW DISTILLED WATER

EA EACH

EAT ENTERING AIR TEMPERATURE

ELEC ELECTRICAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

E/A EXHAUST AIR

EXIST EXISTING

F DEGREES FAHRENHEIT

FCO FLOOR CLEAN OUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FL FLOOR

FO FUEL OIL

FOV FUEL OIL VENT

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FPM FEET PER MINUTE

FS FLOOR SINK

FT FOOT/FEET

FTR FIN TUBE RADIATION

GAL GALLON

GF GAS-FIRED

GC GENERAL CONTRACTOR

GPM GALLONS PER MINUTE

GW GREASE WASTE

HB HOSE BIB

HP HORSE POWER

HTG HEATING

HTR HEATER

HW HOT WATER

HYD HYDRANT

ID INDIRECT

IN INCH

INV INVERT

LB POUND

LB/HR POUNDS PER HOUR

LAT LEAVING AIR TEMPERATURE

LP LOW PRESSURE

LPG LIQUEFIED PETROLEUM GAS

LVR LOUVER

LWT LEAVING WATER TEMPERATURE

M/A MIXED AIR

MAX MAXIMUM

MBH ONE THOUSAND BTU PER HOUR

MCF ONE THOUSAND CUBIC FEET

MD MOTORIZED DAMPER

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTR MOTOR

MU/A MAKE-UP/AIR

NC NOISE CRITERIA

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NUMBER

NO NORMALLY OPEN

NTS NOT TO SCALE

O OXYGEN

O/A OUTSIDE AIR

ORD OVERFLOW ROOF DRAIN

PD PRESSURE DROP

PIV POST INDICATOR VALVE

PLBG PLUMBING

PRESS PRESSURE

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIG POUNDS PER SQUARE INCH GAUGE

PWR POWER

R DUCT RISER

R/A RETURN AIR

RCP RADIANT CEILING PANEL

RD ROOF DRAIN

REC RECESSED

RED REDUCER

RH RELATIVE HUMIDITY

RL/A RELIEF AIR

RM ROOM

RPM REVOLUTIONS PER MINUTE

RW RAIN WATER

SF SQUARE FOOT

S/A SUPPLY AIR

SAN SANITARY

SF SQUARE FOOT

SD SMOKE DAMPER

SM SURFACE MOUNT

SP STANDPIPE

SP STATIC PRESSURE

STM STEAM

T THERMOSTAT

TD TEMPERATURE DROP

TDR TRENCH DRAIN

TEMP TEMPERATURE

TYP TYPICAL

UG UNDERGROUND

VAC VACUUM

V VENT

VAV VARIABLE AIR VOLUME

VENT VENTILATION

VTR VENT THROUGH ROOF

W WASTE

WB WET BULB

WCO WALL CLEAN OUT

WH WALL HYDRANT

Abbreviations

Type (See Schedule)

Max NC Rating

Design Airflow Rate

RTU-1

10.0 ton

RTU-1

180000 Btu/h

180 CFH

3.7 GPM

VAV 1-2

Design Water Flow

Operating Weight

Heating Capacity

Nominal Cooling Capacity

Mechanical Devices

GWR

GWS

Geothermal-Water Return

Geothermal-Water Supply

Existing Relocated Equipment(R)AHU-3

AC AIR CONDITIONING UNIT

ACCU AIR COOLING CONDENSING UNIT

AHU AIR HANDLING UNIT

AS AIR SEPARATOR

B BOILER

CH CHILLER

CT COOLING TOWER

CUH CABINET UNIT HEATER

CHWP CHILLED WATER PUMP

DBP DOMESTIC WATER BOOSTER PUMP

DC DUCT MOUNTED COIL

DCP DOMESTIC WATER CIRCULATING PUMP

EF EXHAUST FAN

EDC ELECTRIC DUCT COIL

ET EXPANSION TANK

EWH ELECTRIC WATER HEATER

FCU FAN COIL UNIT

FP FIRE PUMP

GI GREASE INTERCEPTOR

GRV GRAVITY ROOF VENTILATOR

HWP HEATING WATER PUMP

HRU HEAT RECOVERY UNIT

PRV POWER ROOF VENTILATOR

RE RETURN/EXHAUST FAN

RTU ROOFTOP UNIT

SP SUMP PUMP

UH UNIT HEATER

WH WATER HEATER

Equipment Abbreviations

Damper Types

Laboratory Hood

Unit Identity

Valve Types

2" CHECK

2" BAL

3" CIRC

2" GATE

2" PRV

2" STRAIN

2" M-CNTRL

2" BV

1" GAS-CNTRL

Alternate Check Valve

1" REG

1" GAS COCK

1" PLUG

2" BFV

2" GLOBE

2" LOCK

4" 3-WAY CNTRL

2" QUICK

FLUE

C/A

S/A

V/A

O/A

R/A

L/A

T/A

E/A

KED

LH

ETS

Round Supply Duct Rise / Drop

Rect. Return Duct Rise / Drop

Round Return Duct Rise / Drop

Rect. Exhaust Duct Rise / Drop

Round Exhaust Duct Rise / Drop

(E)

EF-XX

500 CFM

AC-1

AFF:7'-0" Bottom of Equipment Height

Carbon Dioxide Detector

Carbon Monoxide Detector

Hydrogen Gas Detector

Hazardous Gas Detector

Nitrogen Dioxide Detector

Oxygen Gas Detector

Smoke Damper

Fire Damper

Comb. Fire/ Smoke Damper

Manual Damper

Motorized Damper

Backdraft Damper

Pipe Rise / Drop

Linear Diffuser

6"Ø

CD11 100

TYP. X 4

10"Ø/24x24 H6/9/1729

CD3 500

8"Ø/2s/4'-0"L

LD8 200

18"x10"

SG1 500

AFF:9'-0"

Neck Size Airflow

Airflow

Mounting Elevation (Centerline)

Nominal Duct Size

Airflow Neck Size/ Slot(s)/ Active Length

16"x16"

AFF:9'-0"

12"x12"/24x24

RG2 500

Airflow

Mounting Elevation (Centerline)

Nominal Duct Size

Airflow Neck Size / Module Size

Max NC Rating

Type Count for Space

Unit Identity

Gas Supply Input Rate

ET-1

379 lb

Humidity Sensor

Humidistat

Thermostat

Temp/ CO2 Sensor

Temp/ Humidity Sensor

Temperature Sensor

AHU-1

Ball Valve

Balancing Valve

Butterfly Valve

Check Valve

Circuit Setter

Gate Valve

Globe Valve

Locked Shield Valve

Pressure Reducing Valve

Quick Opening Valve

Fluid Strainer

Elec. Control Valve

3-Way Elec. Valve

Emergency Gas Shutoff

Plug Valve

Gas Shutoff Cock

Gas Regulator

2" CHECK

Throw Pattern

Room

Sidewall Supply Grille

Round Ceiling Diffuser

Square Ceiling Diffuser

Sidewall Return Grille

Ceiling Return

M501

1. CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE MECHANICAL AND PLUMBING DRAWINGS AND

THE SPECIFICATIONS. NEITHER THE DRAWINGS NOR THE SPECIFICATIONS SHALL BE COMPLETE

WITHOUT THE OTHER.

2. DRAWINGS ARE DIAGRAMMATIC. THE INTENT IS TO INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT. IT IS NOT INTENDED TO SPECIFY OR SHOW EVERY OFFSET, FITTING OR COMPONENT. HOWEVER, CONTRACT DOCUMENTS REQUIRE COMPONENTS AND MATERIALS WHETHER OR NOT INDICATED OR SPECIFICALLY SPECIFIED TO MAKE THE SYSTEMS BEING INSTALLED

COMPLETE, TESTED AND OPERATIONAL.

3. CONTRACTORS SHALL REFER TO ARCHITECTURAL SPECIFICATIONS AND DRAWINGS FOR DIMENSIONS AS WELL AS SPECIFICATIONS AND DRAWINGS OF OTHER DISCIPLINES AND FOR GENERAL INFORMATION

NECESSARY TO COMPLETE THE WORK.

4. ALL MATERIALS, EQUIPMENT AND METHOD OF INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS, THE REGULATIONS, CODES, ORDINANCES AND LAWS OF LOCAL, STATE AND OTHER AUTHORITIES HAVING LAWFUL JURISDICTION.

5. ALL PRODUCTS, OR PRE-APPROVED SUBSTITUTES, SHALL MEET THE SPECIFIED CRITERIA OF THE LISTED MANUFACTURER AND MODEL NUMBER IN THE MECHANICAL SCHEDULES. PRIOR TO COMMENCING WORK, CONTRACTOR SHALL SUBMIT A COPY OF SHOP DRAWINGS AND EQUIPMENT DATA FOR MATERIALS AND EQUIPMENT TO THE ENGINEER FOR REVIEW AND APPROVAL. REFER TO SPECIFICATION SECTION 01 33

23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES, FOR MORE INFORMATION.

6. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO PROVIDE CLEARANCES REQUIRED FOR OPERATION, MAINTENANCE, CODE COMPLIANCE, AND TO VERIFY NON-INTERFERENCE WITH OTHER WORK. DO NOT FABRICATE PRIOR TO VERIFICATION OF NECESSARY CLEARANCES FOR ALL TRADES. BRING ANY INTERFERENCES OR CONFLICTS TO THE ATTENTION OF THE ARCHITECT/ENGINEER

BEFORE PROCEEDING WITH FABRICATION OR EQUIPMENT ORDERS.

7. WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL PRESENT A NEAT, RECTILINEAR

APPEARANCE WHEN COMPLETED. ZEMAXIMUM HEAD ROOM SHALL BE MAINTAINED AT ALL TIMES.

8. REVIEW SPACE REQUIREMENTS OF EQUIPMENT SPECIFIED OR SUBSTITUTED AND MAKE REASONABLE

ACCOMMODATIONS IN LAYOUT AND POSITIONING TO PROVIDE PROPER ACCESS.

9. ANY CHANGES REQUIRED TO ELIMINATE CONFLICTS OR THAT RESULT FROM A FAILURE TO COORDINATE

SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COST OR EXPENSE TO OTHERS.

10. EACH CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ELECTRICAL CHANGES

REQUIRED FOR EQUIPMENT PROPOSED THAT DIFFERS FROM THE BASIS OF DESIGN.

11. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY AUDIO/VISUAL, AND OTHER MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED DEVICES, OTHER THAN

SPRINKLERS.

12. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO WALLS, FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS RESPONSIBLE FOR

PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE RATING, AND FINISH.

13. IN AREAS WITH DRYWALL CEILINGS COORDINATE LOCATIONS OF ACCESS PANELS WITH THE GC FOR ACCESS TO VALVES, DUCTWORK ACCESSORIES, DAMPERS, ETC. COORDINATE PANEL TYPE AND COLOR

WITH ARCHITECT. NOTIFY THE GC OF THE REQUIRED ACCESS PANELS PRIOR TO BIDDING.

14. SEAL ALL FLOOR, WALL, AND ROOF PENETRATIONS AIRTIGHT WHERE CONDUITS, PIPING, AND DUCTS PENETRATE. PENETRATIONS THROUGH EXTERIOR WALLS AND ROOF SHALL BE SEALED AIRTIGHT WITH

WATERPROOFING MATERIALS RECOMMENDED BY MANUFACTURER FOR OUTDOOR USE.

15. CAULK ALL PIPE AND DUCT PENETRATIONS OF FULL HEIGHT NON-FIRE RATED WALL, PARTITION, FLOOR, AND ROOF ASSEMBLIES. THIS IS ESSENTIAL TO PREVENT NOISE TRANSMISSION FROM ONE ROOM TO

ANOTHER AND TO PROVIDE THE DESIRED NC LEVELS WITHIN ROOMS.

16. WHERE PIPES AND DUCTS ARE SHOWN TO PENETRATE FLOORS, PROVIDE SLEEVED OPENINGS WITH THE TOP EDGE RAISED ABOVE FLOOR SURFACE IN ACCORDANCE WITH ALL RELEVANT SPEC SECTIONS. SEAL

SLEEVE PERIMETER TO BE WATERTIGHT.

17. EQUIPMENT SIZES AND SERVICE CLEARANCE REQUIREMENTS VARY AMONG DIFFERENT

MANUFACTURERS. CONSULT APPROVED SHOP DRAWINGS FOR EQUIPMENT SIZES AND REQUIRED

SERVICE CLEARANCES. COORDINATE WITH LAYOUT OF EQUIPMENT PADS, PIPING, DUCTWORK, ETC.

18. DO NOT BLOCK TUBE PULL OR EQUIPMENT SERVICE CLEARANCES.

19. MAINTAIN MINIMUM 3'-6” CLEARANCE IN FRONT OF ALL ELECTRICAL PANELS, MOTOR STARTERS, SWITCHES, AND DISCONNECTS. THE MECHANICAL AND PLUMBING CONTRACTORS SHALL MAINTAIN ALL WORKING CLEARANCES PER CODE FOR THE ELECTRICAL EQUIPMENT. NO PIPING (OR DUCTWORK)

SHALL BE ROUTED OVER, UNDER OR ADJACENT TO ELECTRICAL EQUIPMENT. COORDINATE WITH

ELECTRICAL CONTRACTOR PRIOR TO ROUGH-IN. ANY CONFLICTS WILL RESULT IN THE PIPING (AND

DUCTWORK) BEING RELOCATED AT THE CONTRACTOR'S EXPENSE.

20. STRUCTURAL TO PROVIDE CONCRETE EQUIPMENT PAD FOR ALL FLOOR MOUNTED EQUIPMENT. PAD SHALL EXTEND MINIMUM 6” BEYOND ALL SIDES OF EQUIPMENT. THIS CONTRACTOR SHALL COORDINATE FINAL EQUIPMENT SELECTION DIMENSIONS WITH THE STRUCTURAL ENGINEER AND COR IN WRITING.

21. DO NOT SUPPORT EQUIPMENT, PIPING, OR DUCTWORK FROM METAL DECKING OR OTHER NON- STRUCTURAL BUILDING ELEMENTS. ANCHORS EMBEDDED IN CONCRETE SHALL BE CRACKED CONCRETE

APPROVED IN ACCORDANCE WITH SPECIFICATIONS.

MECHANICAL GENERAL NOTES

THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO

VENTILATION, PIPING, PLUMBING AND TEMPERATURE CONTROL.

A. A COPY OF "SEISMIC RESTRAINT MANUAL GUIDELINES FOR MECHANICAL SYSTEMS" BY SMACNA, ANSI/SMACNA 001-2008 SHALL BE PROVIDED BY THE CONTRACTOR AND KEPT ON THE JOB SITE AT ALL

TIMES.

B. ALL MECHANIC, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED OR BRACED TO

MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2019 CBC, SECTION

161A.1.18 THROUGH 161A.1.26 AND ASCE 7-10 CHAPTERS 13, 29, AND 30.

C. PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-10 SECTION 13.3 AS DEFINED IN ASCE 7-10 SECTION 13.6.8, 13.6.7, AND 2019 CBC SECTION 1616A.1.23, 1616A.1.24, 1616A.1.25 AND 1616A.1.26.

SEISMIC MECHANICAL GENERAL NOTES

1. UNLESS NOTED OTHERWISE, THE SIZE OF EACH BRANCH DUCT TO A TERMINAL AIR BOX (TAB) SHALL MATCH THE INLET SIZE UNLESS THE BRANCH IS GREATER THAN 6 FEET IN LENGTH, IN WHICH CASE THE

BRANCH DUCT SHALL BE SIZED AT A PRESSURE DROP OF 0.07"W.C. PER 100' OF DUCTWORK.

2. UNLESS NOTED OTHERWISE, THE SIZE OF EACH BRANCH DUCT TO AN AIR TERMINAL SHALL MATCH THE

INLET SIZE.

3. TEMPERATURE SENSORS OR THERMOSTATS SHALL BE MOUNTED A MINIMUM OR 4'-8" ABOVE THE

FINISHED FLOOR.

4. ALIGN TEMPERATURE SENSORS OR THERMOSTATS WITH LIGHT SWITCHES WHEN IN CLOSE PROXIMITY

TO EACH OTHER.

5. PROVIDE ACCESS DOORS AT ALL DUCT MOUNTED EQUIPMENT.

6. INSTALL, SUPPORT, AND BRACE ALL HVAC DUCTWORK AND ACCESSORIES PER "HVAC DUCT

CONSTRUCTION STANDARDS" BY SMACNA, ANSI/SMACNA 006-2006 AND "SEISMIC RESTRAINT MANUAL

GUIDELINES FOR MECHANICAL SYSTEMS" BY SMACNA, ANSI/SMACNA 001-2008.

7. INSULATE ALL SUPPLY AND RETURN AIR DUCTWORK AS REQUIRED BY THE NATIONAL, STATE OR LOCAL

ENERGY CODE, WHICHEVER IS MORE STRINGENT.

VENTILATION GENERAL NOTES

1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND REPORT ANY CONFLICTS

BEFORE PROCEEDING.

2. NOT ALL EXISTING DUCTWORK AND PIPING IS SHOWN. VERIFY EXISTING CONDITIONS BEFORE STARTING

WORK. NOTIFY ENGINEER OF ANY CONFLICTS WITH NEW WORK.

3. EACH CONTRACTOR SHALL FIELD VERIFY ACCESSIBILITY TO THE AREA OF HIS/HER WORK AND SHALL NOTIFY THE GENERAL CONTRACTOR PRIOR TO BIDDING IF OTHER UTILITIES ARE REQUIRED TO BE

REMOVED OR RELOCATED TO ALLOW ACCESS TO HIS/HER AREA OF WORK.

4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CUTTING, REMOVAL AND PATCHING OF ROOFS, WALLS, AND FLOORS ASSOCIATED WITH WORK BY ALL CONTRACTORS. CONTRACTORS SHALL NOTIFY

THE GC OF AFFECTED AREAS PRIOR TO BIDDING.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF CEILINGS, CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY ALL CONTRACTORS. NOTIFY THE

GENERAL CONTRACTOR OF AFFECTED AREAS PRIOR TO BIDDING.

6. WHERE EXISTING MECHANICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH NEW

EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL EITHER ARRANGE NEW EQUIPMENT, PIPING, OR DUCTWORK IN SUCH A FASHION THAT IT DOES NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING MECHANICAL SYSTEMS TO ALLOW FOR INSTALLATION OF

NEW EQUIPMENT, PIPING, OR DUCTWORK.

7. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING

CONSTRUCTION. MAINTAIN ACCESS TO EXISTING MECHANICAL INSTALLATIONS THAT REMAIN ACTIVE.

8. OBTAIN PERMISSION FROM OWNER BEFORE SHUTTING DOWN ANY SYSTEM FOR ANY REASON. MAINTAIN

SERVICE TO ALL SYSTEMS AND COMPONENTS THAT ARE TO REMAIN UNTIL NEW SYSTEMS ARE

INSTALLED.

9. MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE AND READY FOR TIE IN AND SWITCHOVER. DRAIN SYSTEM ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. OBTAIN PERMISSION FROM OWNER BEFORE PARTIALLY OR COMPLETELY DRAINING SYSTEM. MAKE CHANGEOVER TO NEW

SYSTEMS WITH MINIMUM OUTAGE.

10. DISCONNECT AND REMOVE MECHANICAL DEVICES AND EQUIPMENT SERVING EQUIPMENT THAT HAS

BEEN REMOVED.

MECHANICAL RENOVATION NOTES

THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO, PLUMBING, VENTILATION, PIPING AND TEMPERATURE CONTROL.

HVAC SHEET LIST

SHEET

No. SHEET NAME

M001 MECHANICAL SYMBOLS, ABBREVIATIONS, GENERAL NOTES

MD101 MECHANICAL DEMOLITION LOWER LEVEL - HVAC

MD111 MECHANICAL DEMOLITION FIRST LEVEL - HVAC

MH101 MECHANICAL HVAC - LOWER LEVEL

MH111 MECHANICAL HVAC - FIRST LEVEL

M501 MECHANICAL DETAILS

M502 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES

M602 MECHANICAL SCHEDULES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OPTIONAL BID #1

BID DOCUMENTS

C R e v it L o c a l_ F ile s

\1

M

E P

R s c o tt -f o rs b e rg .r v t

/1

/2

:3

:2

A

M

M001

MECHANICAL SYMBOLS, ABBREVIATIONS,

GENERAL NOTES

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

June 22, 2026 KJQ JT 18704

Revisions: Date:

Title Sheet Revision M-001

VA

F

O R

M

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

Services

F

C

(E )1

2" x8

O

/A

(E )1

2" x8

O

/A

(E)16"x16" R/A UP

(E)18"x16" S/A UP

AHU-1

AHU-2

(E)14"x16" R/A

(E)12"x8" O/A (E)18"x12" O/A

(E)18"x12" O/A

(E)12"x8" O/A

14"x16" RA UP

(E)14"x16" R/A

(E)18"x16" S/A 2

3 54.1 5.13.1

D.1

UNEXCAVATED

H

G

E

D

1. CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE MECHANICAL AND PLUMBING DRAWINGS AND THE SPECIFICATIONS. NEITHER THE DRAWINGS NOR THE SPECIFICATIONS SHALL BE COMPLETE

WITHOUT THE OTHER.

2. DRAWINGS ARE DIAGRAMMATIC. THE INTENT IS TO INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT. IT IS NOT INTENDED TO SPECIFY OR SHOW EVERY OFFSET, FITTING OR COMPONENT. HOWEVER, CONTRACT DOCUMENTS REQUIRE COMPONENTS AND MATERIALS WHETHER OR NOT INDICATED OR SPECIFICALLY SPECIFIED TO MAKE THE SYSTEMS BEING INSTALLED

COMPLETE, TESTED AND OPERATIONAL.

3. CONTRACTORS SHALL REFER TO ARCHITECTURAL SPECIFICATIONS AND DRAWINGS FOR DIMENSIONS AS WELL AS SPECIFICATIONS AND DRAWINGS OF OTHER DISCIPLINES AND FOR GENERAL INFORMATION

NECESSARY TO COMPLETE THE WORK.

4. COMPLY WITH DIVISION 1 CONTINUITY OF SERVICES REQUIREMENTS.

5. DEMOLITION WORK REQUIRED BY THE WORK INCLUDES, BUT IS NOT NECESSARILY LIMITED TO THE

FOLLOWING: DUCTWORK SYSTEMS: HEATING EQUIPMENT, VALVES, PIPING ETC. MECHANICAL

CONTRACTOR IS RESPONSIBLE TO VERIFY FULL EXTENT OF DEMOLITION REQUIRED PRIOR TO BIDDING.

FACILITY WILL BE AVAILABLE TO CONTRACTORS FOR ON-SITE INSPECTION. TIMES TO BE COORDINATED

WITH THE COR.

6. REMOVE ALL INACTIVE PIPES, SLEEVES, FASTENERS, HANGERS, DAMPERS, DUCTWORK, EQUIPMENT, FITTINGS, INSULATION & PIPE COVERINGS, METERS, GAUGES, VALVES, CONTROLS & CONTROL SYSTEMS, THERMOSTATS, CONTROL WIRING & AIR PIPING, TERMINAL UNITS, AND MISCELLANEOUS ITEMS

ASSOCIATED WITH EXISTING SYSTEMS OR PORTIONS THEREOF WHICH ARE NOT BEING REUSED.

7. MATERIAL AND EQUIPMENT SHOWN OR SPECIFIED TO BE REMOVED AND NOT SPECIFIED TO BE REINSTALLED OR TURNED OVER TO THE OWNER, SHALL BECOME THE CONTRACTOR’S PROPERTY AND

SHALL BE REMOVED FROM THE SITE.

8. SAW CUT OR CORE DRILL OPENINGS THRU FLOORS AND/OR WALLS AS REQUIRED TO ACCOMMODATE

NEW WORK.

HVAC DEMOLITION GENERAL NOTES

MECHANICAL DEMOLITION KEYED NOTES

REMOVE EXISTING AIR HANDLERS, ALL ASSOCIATED CONTROLS,

ACCESSORIES, DUCTWORK AND PIPING.

2 REMOVE DUCTWORK UP IN SHAFT.

REMOVE EXISTING OUTDOOR AIR GRILL OR LOUVER. PATCH WALL TO

MATCH EXISTING.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OPTIONAL BID #1

BID DOCUMENTS

C R e v it L o c a l_ F ile s

\1

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M

MD101

MECHANICAL DEMOLITION LOWER LEVEL -

HVAC

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

June 22, 2026 KJQ JT 18704

1/4" = 1'-0"1

MECHANICAL DEMOLITION LOWER LEVEL - HVAC

0 4' 8'2'

TRUE

NORTH

PLAN

NORTH

Revisions: Date:

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

(E)18"x16" S/A

(E)16"x16" R/A

(E)16"x14" R/A

(E)12"x14" S/A(E)16"x14" R/A

(E)12"x12" S/A

3 54.1 5.13.1

D.1

(E )8

"x 6"

E /A

(E )8

"x 6"

E /A

(E)8"x6" E/A (E)8"x8" E/A

(E )8

"x 8"

E /A

(E)8"x8" E/A(E)12"Ø E/A

(E )6

"x 8"

E /A

(E)14"Ø E/A UP

H

G

E

D

1. CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE MECHANICAL AND PLUMBING DRAWINGS AND THE SPECIFICATIONS. NEITHER THE DRAWINGS NOR THE SPECIFICATIONS SHALL BE COMPLETE

WITHOUT THE OTHER.

2. DRAWINGS ARE DIAGRAMMATIC. THE INTENT IS TO INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT. IT IS NOT INTENDED TO SPECIFY OR SHOW EVERY OFFSET, FITTING OR COMPONENT. HOWEVER, CONTRACT DOCUMENTS REQUIRE COMPONENTS AND MATERIALS WHETHER OR NOT INDICATED OR SPECIFICALLY SPECIFIED TO MAKE THE SYSTEMS BEING INSTALLED

COMPLETE, TESTED AND OPERATIONAL.

3. CONTRACTORS SHALL REFER TO ARCHITECTURAL SPECIFICATIONS AND DRAWINGS FOR DIMENSIONS AS WELL AS SPECIFICATIONS AND DRAWINGS OF OTHER DISCIPLINES AND FOR GENERAL INFORMATION

NECESSARY TO COMPLETE THE WORK.

4. COMPLY WITH DIVISION 1 CONTINUITY OF SERVICES REQUIREMENTS.

5. DEMOLITION WORK REQUIRED BY THE WORK INCLUDES, BUT IS NOT NECESSARILY LIMITED TO THE

FOLLOWING: DUCTWORK SYSTEMS: HEATING EQUIPMENT, VALVES, PIPING ETC. MECHANICAL

CONTRACTOR IS RESPONSIBLE TO VERIFY FULL EXTENT OF DEMOLITION REQUIRED PRIOR TO BIDDING.

FACILITY WILL BE AVAILABLE TO CONTRACTORS FOR ON-SITE INSPECTION. TIMES TO BE COORDINATED

WITH THE COR.

6. REMOVE ALL INACTIVE PIPES, SLEEVES, FASTENERS, HANGERS, DAMPERS, DUCTWORK, EQUIPMENT, FITTINGS, INSULATION & PIPE COVERINGS, METERS, GAUGES, VALVES, CONTROLS & CONTROL SYSTEMS, THERMOSTATS, CONTROL WIRING & AIR PIPING, TERMINAL UNITS, AND MISCELLANEOUS ITEMS

ASSOCIATED WITH EXISTING SYSTEMS OR PORTIONS THEREOF WHICH ARE NOT BEING REUSED.

7. MATERIAL AND EQUIPMENT SHOWN OR SPECIFIED TO BE REMOVED AND NOT SPECIFIED TO BE REINSTALLED OR TURNED OVER TO THE OWNER, SHALL BECOME THE CONTRACTOR’S PROPERTY AND

SHALL BE REMOVED FROM THE SITE.

8. SAW CUT OR CORE DRILL OPENINGS THRU FLOORS AND/OR WALLS AS REQUIRED TO ACCOMMODATE

NEW WORK.

HVAC DEMOLITION GENERAL NOTES

MECHANICAL DEMOLITION KEYED NOTES

REMOVE EXISTING EXHAUST FAN AND ALL ASSOCIATED CONTROLS AND

ACCESSORIES. EXISTING DUCTWORK AND GRILLES TO REMAIN. PREPARE

DUCTWORK FOR CONNECTION TO NEW FAN.

2 REMOVE DUCT DOWN IN SHAFT.

REMOVE SUPPLY AND RETURN MAIN DUCTS STACKED ON TOP OF EACH

OTHER.

REMOVE EXISTING CONDENSORS, ALL ASSOCIATED CONTROLS,

ACCESSORIES AND PIPING.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OPTIONAL BID #1

BID DOCUMENTS

C R e v it L o c a l_ F ile s

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MD111

MECHANICAL DEMOLITION FIRST LEVEL -

HVAC

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

June 22, 2026 KJQ JT 18704

1/4" = 1'-0"1

MECHANICAL DEMOLITION FIRST LEVEL - HVAC

0 4' 8'2'

TRUE

NORTH

PLAN

NORTH

Revisions: Date:

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

AHU-1

MS-1

22"x22" R/A UP

20"x20" S/A UP

8"x8" S/A 6"Ø S/A 10"x10" S/A

8"x6" S/A

8"x8" R/A

BASEMENT

B01

BASEMENT

B02

VAV-001VAV-002

8"x6" S/A

8" x6

S

/A

6" x4

S

/A 6" x4

S /A

6" x4

S

/A

1 2.1 3 54.1 5.13.12

D.1

6"x4"

SG1 75

6"x4"

SG1 75

22"x10"

RG2 225

6"x4"

SG1 150

6"x4"

SG1 150

6"x4"

SG1 150

6"x4"

SG1 75

6"x4"

RG2 75

6"x4"

RG2 75

"x

O A

14"x50" OA

"x

O A

50"x14" OA UP

48"x24"

LV-1

"x

S /A

50"x14" R/A

2" G

2" G

2" G

2" G

2 PSI NATURAL GAS DOWN FROM

GAS METER. SEE SHEET M111

FOR CONTINUATION.

3" G

3" G

3" G

HIGH PRESSURE NATURAL

GAS UP TO METER.

UNEXCAVATED

UNEXCAVATED

UNEXCAVATED

H

G

E

D

MECHANICAL PLAN KEYED NOTES

COORDINATE FINAL AIR HANDLER SELECTION WITH STRUCTURAL TO

PROVIDE A CONCRETE PAD WHICH IS 6 INCHES THICK AND EXTENDS 6

INCHES BEYOND THE EQUIPMENT LENGTH AND WIDTH. PROVIDE

VIBRATION INSOLATORS, SEE DETAILS.

2 TRANSFER AIR GRILLES.

EXTEND AND CONNECT NEW NATURAL GAS LINE TO EXISTING NATURAL

GAS MAIN. COORDINATE WITH CIVIL.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OPTIONAL BID #1

BID DOCUMENTS

C R e v it L o c a l_ F ile s

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MH101

MECHANICAL HVAC - LOWER LEVEL

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

June 22, 2026 KJQ JT 18704

1/4" = 1'-0"

MECHANICAL HVAC - LOWER LEVEL

0 4' 8'2'

TRUE

NORTH

PLAN

NORTH

Revisions: Date:

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

BREAK ROOM

PROGRAM ANALYST

BUDGET ANALYST

ASSISTANT DIRECTOR

DIRECTOR

STAFF MEN

114A

STAFF WOMEN

113A

WORKSTATIONS

OPERATIONAL CTR

MULTIPURPOSE ROOM

ADMIN OFFICER

LOBBY

HAC

MENS

WOMENS

STORAGE

"x

R /A

"x

8" S

/A

8" Ø

S /A

8" Ø

S /A

8" x1

0" S

/A

14"x16" R/A

14"x16" S/A

"x

R /A

"x

S /A

14"x14" R/A

14"x14" S/A

12"x12" S/A

"x

8" S

/A

6"Ø E/A 6"Ø E/A

VAV-120

VAV-117VAV-118

VAV-114

VAV-113

VAV-106

VAV-107

VAV-103

8"Ø/20x20

CD1 125

8"Ø/20x20

CD1 150

1 2.1 3 54.1 5.13.12

D.1

8"Ø/20x20

CD1 125

8"Ø/20x20

CD1 125

8"Ø/20x20

CD1 150

8"Ø/20x20

CD1 150

8"Ø/20x20

CD1 250

8"Ø/20x20

CD1 150

8"Ø/20x20

CD1 180

8"Ø/20x20

CD1 120

EF-2 EF-3

14"x12" R/A

8"Ø/20x20

CD1 150

8"Ø/20x20

CD1 125

8" x1

0" S

/A

6" x1

0" S

/A

12"x12" S/A

"x

S /A

12"x12" S/A

6"Ø/20x20

CD1 100

6"Ø/20x20

CD1 100

6"Ø/20x20

CD1 60

8"Ø/20x20

CD1 160

8"Ø/20x20

CD1 160

22"x22" R/A UP

20"x20" S/A UP

10"Ø/20x20

CD1 270

10"Ø/20x20

CD1 265

10"Ø/20x20

CD1 265

14"x14" R/A

EF-1

22"x22" R/A

20"x20" S/A

14"x14" S/A 14"x8" S/A

18"x10" R/A

10"x8" S/A

8"Ø S/A

6"Ø S/A

VAV-101

(E)12"Ø E/A (E)8"x8" E/A

(E )6

"x 8"

E /A

(E )8

"x 8"

E /A

(E)8"x8" E/A(E)8"x6" E/A

(E)14"Ø E/A UP

(E )8

"x 6"

E /A

(E )8

"x 6"

E /A

T

T

T T

T

T

T

T

T T

T T

T

2 2

STAIRS DN

CU-1

CU-2

SEE CIVIL OR LANDSCAPE

PLANS FOR INFORMATION

ON NEW PATIO.

8"Ø S/A6"Ø S/A

6"Ø S/A 8"Ø S/A

10"Ø S/A 6"Ø S/A 8"Ø S/A

10"x10" R/A

18"x12"

RG-01

VAV-121

18"x12"

RG-01

8"x6" R/A

8"x8" R/A

8"x6" R/A

VAV-119

R

IS

E

8"x6" R/A

18"x12"

RG-01

14"x16" S/A

6" Ø

S /A

6" Ø

S /A

6"Ø S/A 6"Ø S/A

6" Ø

S /A

6"Ø/20x20

CD1 75

6"Ø/20x20

CD1 75

18"x12"

RG-01

18"x12"

RG-01

18"x12"

RG-01

8" x6

R

/A

18"x12"

RG-01

18"x12"

RG-01

18"x12"

RG-01

VAV-108

18"x12"

RG-01

6"Ø

10"Ø

8"x8" R/A

VAV-104

6" Ø

6" Ø

H

G

E

B

A

D

MECHANICAL KEYNOTES

1. ROUTE SUPPLY BRANCH DUCTWORK UNDER RETURN AIR DUCT MAIN.

2. EXTEND EXHAUST DUCT UP THROUGH ROOF TO ROOF CAP. SEE DETAILS.

3. PROVIDE NEW DUCTWORK AND ROOF CAP FOR EXISTING EXHAUST DUCT

THROUGH ROOF FOR NEW ROOFING SYSTEM.

4. PROVIDE TEMPERATURE SENSORS OR THERMOSTATS WITH INSULATED BASE

ON OUTSIDE WALL.

5. CONNECT NEW EXHAUST FAN TO EXISTING DUCTWORK.

6. REFER TO SHEET M601 SINGLE DUCT AIR TERMINAL UNIT SCHEDULE FOR VAV

BOX SIZE, TYPICAL.

7. COORDINATE LOCATION OF NEW GAS METER WITH GAS UTILITY COMPANY.

METER OUTLET PRESSURE OF 2 PSI AT 100 CFH.

8. CONDENSING UNITS SHOWN FOR REFERENCE. FINAL LOCATION OF

CONDENSING UNIT SHALL BE COORDINATED WITH CIVIL AND COR.

X

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OPTIONAL BID #1

BID DOCUMENTS

C R e v it L o c a l_ F ile s

\1

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MH111

MECHANICAL HVAC - FIRST LEVEL

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

June 22, 2026 KJQ JT 18704

1/4" = 1'-0"

MECHANICAL HVAC - FIRST LEVEL

0 4' 8'2'

TRUE

NORTH

PLAN

NORTH

Revisions: Date:

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

B

B

B

B

PROVIDE TRANSITION FROM

TERMINAL TO DUCTWORK

VAV OR CV

TERMINAL

PROVIDE A MINIMUM OF FOUR DUCT

DIAMETERS OF STRAIGHT DUCT

PROVIDE BALANCING DAMPER AT

EACH FLOOR TAKE-OFF

S U

P P

LY

D

U C

T M

A

IN

LINEAR SLOT, LINEAR BAR

OR FLOW BAR DIFFUSER

SUPPLY DUCT RISER

EQUAL LENGTH BRANCH DUCTS

TO SUPPLY AIR OUTLETS

SUPPLY DUCT BRANCH

RIGID DUCTFLEX DUCT

(5'-0" MAX)

SUPPLY

GRILLE/

REGISTER

SIZE BY CFM

PROPORTION

NOTES:

1. SEE TO HVAC FLOOR PLANS FOR DUCT SIZES

2. SEE TO SCHEDULES FOR GRILLES, REGISTERS, DIFFUSERS AND TERMINAL SIZES AND TYPES

3. PROVIDE A MANUAL TYPE BALANCING DAMPER FOR EACH SUPPLY OUTLET AND RETURN INLET

4. ALL DUCT RUNOUTS TO DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK SIZE, UNLESS OTHERWISE NOTED

5. FLEX DUCT SHALL NOT BE ALLOWED ON RETURN OR EXHAUST DUCTWORK SYSTEMS

6. PROVIDE 12" AIR CUSHION AT THE END OF EACH SUPPLY MAIN AND BRANCH DUCT

7. INDIVIDUAL BRANCH BALANCING DAMPERS NOT REQUIRED FOR SUPPLY OR EXHAUST REGISTERS

CEILING

DIFFUSER

SUPPLY DUCT BRANCH

S U

P P

LY

D

U C

T M

A

IN

RETURN DUCT RISER

R E

T U

R N

D U

C T

M A

INRETURN

DUCT BRANCH

RETURN

GRILLE

CEILING

GRILLE

OPEN ENDED

RETURN AIR

BRANCH DUCT

PROVIDE 1-1/2 RADIUS ELBOWS

FOR ALL DUCTWORK SYSTEMS

WHEREVER SPACE ALLOWS

PROVIDE 90° ELBOWS WITH

TURNING VANES IF RADIUS

ELBOWS WILL NOT FIT

EXHAUST

REGISTER

E X

H A

U S

T D

U C

T M

A

IN

EXHAUST

DUCT BRANCH

EXHAUST DUCT

RISER

30° MIN

B

BB

B

B

B

B

B

B B

B

B

B

B B

B

B

1. RIGID STRAIGHT TERMINAL UNIT INLET LENGTH SHALL BE A MINIMUM OF 3 TIMES THE DIAMETER OF INLET

2. A FLEXIBLE AIR DUCT CONNECTOR IS NOT MANDATORY FOR INLET TO THIS BOX, BUT ALLOWED TO ACCOMMODATE MINOR OFFSETS. MAXIMUM LENGTH 3'-0" [900mm].

3. A BRANCH DUCT SERVING AN INDIVIDUAL BOX MAY BE THE SAME SIZE AS THE BOX INLET, PROVIDED THE EQUIVALENT LENGTH OF THE BRANCH DUCT, AS SHOWN, DOES NOT EXCEED 10 FEET (3 METERS). FOR LONGER LENGTHS, INCREASE THE DUCT SIZE AND PROVIDE A DUCT TRANSITION TO MAINTAIN THE DUCT STATIC PRESSURE DROP AT OR BELOW 0.2"/100' [1.64Pa/m].

4. FLEXIBLE AIR DUCT CONNECTORS, WHEN USED FROM TERMINAL UNIT SUPPLY AIR DUCT TO DIFFUSER, SHALL NOT EXCEED 5'-0" [1500mm]. USE RIGID ELBOWS FOR CHANGE OF DIRECTION GREATER THAN 45°.

5. COMPONENT ARRANGEMENT MAY VARY BY MANUFACTURER. PROVIDE INSULATION W/VAPOR BARRIER FOR CONNECTING

DUCT SECTIONS.

NOTES:

SEE NOTE 1

SEE NOTE 2

SEE NOTE 3

SEE SPECIFICATIONS FOR CLAMPS

AND SEALANT, TYPICAL

VAV BOX. SEE NOTE 5.

REHEAT COIL

SOUND ATTENUATOR. SEE

EQUIPMENT SCHEDULE.

FLEXIBLE AIR DUCT

CONNECTOR. SEE DETAIL.

DIFFUSER, TYPICAL

SEE NOTE 4S

U

P P

LY

D

U C

T

ROUND FLEXIBLE CONNECTION

RECTANGULAR FLEXIBLE CONNECTION

FLANGED CONNECTION

ON FAN SIDE

WASHER 1-1/2" [40mm] MIN. TO 3" [75mm] MAX. INSTALLED. 6" [150mm]

NOMINAL WITH MATERIAL TAUT

FLEXIBLE

MATERIAL AS

SPECIFIED

1"x1/8" [25x3mm] DRAW BAND

1"x1/8" [25x3mm] BAND IRON

BOLT ON 4" [100mm] CENTERS

5/16" [8mm] FLANGE

DUCT

SHEET METAL SCREWS ON

12" [300mm] CENTERS

RIVET ON 4"

[100mm]

CENTERS

SHEET METAL AS

SPECIFIED FOR

DUCTWORK.

1"x1/8" [25x3mm] BAND IRON

BOLT ON 4" [100mm] CENTERS

1" [25mm] FLANGE & HEM

ALTERNATE

POSITION OF BOLT

1 1/2" [40mm]

POCKET SLIP

DUCT

SHEET METAL AS

SPECIFIED FOR

DUCTWORK.

[15mm] [15mm] [40mm]

1 1/2" [40mm] MIN. TO 3" [75mm] MAX.

INSTALLED. 6" [150mm]

NOMINAL WITH MATERIAL TAUT

FLANGED CONNECTION

ON FAN SIDE

WASHER

FLEXIBLE MATERIAL

AS SPECIFIED

1/2" 1/2" 1 1/2"

PROVIDE SUPPORTS

TO PREVENT SAG

BETWEEN HANGERS

DUCT COLLAR

CONNECTING

STRAP

DIFFUSER

SUPPLY DUCT

MAIN

MINIMUM OF ONE DUCT DIAMETER

OF STRAIGHT DUCT TO INLET OF

DIFFUSER, OR PROVIDE EQUALIZING

GRID AT DIFFUSER

CONICAL SPIN IN

WITH DAMPER

HARD DUCT

ELBOW

FLEXIBLE DUCT, MAX. 5'-0" LONG.

SECURE INSIDE LINER WITH METAL HOSE

CLAMP RETAINING STRAPS. SECURE

OUTSIDE JACKET WITHNYLON TIE STRAPS. SEE

DIFFUSER TAGS FOR DUCT SIZES.

FACTORY

DISCONNECT

CONDENSATE DRAIN

LINE. ROUTE TO CLOSEST

SANITARY SEWER W/

INDIRECT CONNECTION.

CEILING

FLOOR

CONDENSOR

EVAPORATOR ELECTRIC

POWER

T

R E

F R E

F

M

IN

6'

-0

A F

F

MIN. 0'-6" BELOW

CEILING

M

IN

. 5 '-0

A

F F

EXTERIOR WALL

REF

REF

EQUIPMENT

PAD

THERMOSTAT

m m

1" M

A X

SIDE VIEW TRAPEZE HANGER FOR UP TO

453KG [1000 LB.] UNIFORM LOAD

ADJUSTABLE CLEVIS HANGER TYPE 1 -

SEE SPECIFICATIONS

MAXIMUM PIPE/TUBING SUPPORT SPACING

NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE.

NOM. SIZE

PIPE

TUBING

mm [IN] mm

[FT]

mm

[FT]

THRU 20

[THRU 3/4]

[7]

[5]

[1]

[7]

[6]

[1 1/4]

[7]

[7]

[1 1/2]

[9]

[8]

[2]

[10]

[8]

[2 1/2]

[11]

[9]

[3]

[12]

[10]

[4]

[14]

[12]

[5]

[16]

[13]

[6]

[17]

[14]

[8]

[19]

[16]

[10]

[22]

[12]

[23]

[14]

[25]

[16]

[27]

[18]

[28]

[20]

[30]

[24]

[32]

PROVIDE INSULATION SHIELD

& INSERT FOR ALL PIPING

(200mm [8"] MIN.)

BAND

43mm [1-5/8"] 12 GAUGE

CHANNEL OR

50x50x6.4mm [2"X2"X1/4"]

ANGLE

15mm [1/2"] DIA. HANGER RODS WITH 900mm [36"]

MAX. SPACING ON EACH

CHANNEL

WELD

SADDLE

INSULATION SHIELD

AT HANGER

PROVIDE HIGH COMPRESSIVE

STRENGTH INSULATION (9 PSF

MIN. DENSITY) UNDER

INSULATION SHIELD

INSULATION (VAPOR

BARRIER TYPE IS

REQUIRED FOR LOW

TEMPERATURE PIPE)

HANGER ROD

ADJUSTABLE CLEVIS HANGER TYPE 43 -

SEE SPECIFICATIONS

OPENING WITH REMOVABLE

BIRD SCREEN

ROOF CAP OF HEAVY

GAUGE G90 ALUMINUM

WEIGHTED GRAVITY DAMPER

WITH FOAM GASKET FOR

QUIET CLOSURE

ROOF

SHEATHING

MEMBRANE

DECK SCREWS

MINIMUM OF 2 DIAMETER

RADIAS ELBOW

HARD DUCT. INSTALL PER SMACNA

STANDARDS AND PROVIDE

INSULATION PER CODE

CEILING

EXHAUST

FAN

INTEGRATE MINIMUM 4" FLASHING

WITH ROOFING SHINGLES.

PROVIDE A CONTINUOUS BEAD OF

POLYURETHANE SEALANT.

EXTENSION COLLAR MUST

EXTEND (2) TWO TO (3) THREE

INCHES BELOW ROOF DECK

ATTIC SPACE

DRIVEN

EQUIPMENT

MOTORTYPICAL STRUCTURAL

STEEL MEMBER FOR

EQUIPMENT

TYPE"B"

WELDED STEEL BASE

NUMBER OF ISOLATION

UNITS AS REQUIRED

TYPICAL STRUCTURAL STEEL

MEMBER FOR EQUIPMENT

ALL WELDED STEEL

FRAMEWORK

SECTION A-A

STRUCTURAL

STEEL FRAME

SPRING

ISOLATOR

ANCHOR

BOLT

REINFORCING

BARS

SLEEVE

SHAFT

MOTORSHAFT

DRIVEN

EQUIPMENT

A

A

NUMBER OF ISOLATION

UNITS AS REQUIRED

TYPE "1"

CONCRETE INERTIA BASE

MAIN LEVEL

100'-0"

LOWER LEVEL

91'-7"

F

24"x48" OA

14"x50" R/A 18"x46" S/A

"x

S /A

"x

R /A

14"x50" OA

14"x50" OA

MIXING

BOX

FILTERS AND

COOLING COILS

HEATING COILS

AND SUPPLY FAN

AHU-1

VAV-001

LOUVER

EQUIPMENT PAD

10"x10"/---

RG2 450

EXTERIOR WALL

STRUCTURAL BEAM

FLOOR JOISTS

STAIRS DN

FLOOR

G E

EXISTING WALL FIELD

VERIFY CONSTRUCTION.

SHEET METAL WALL SLEEVE. EXTEND

SLEEVE TO AN APPROPRIATE LENGTH SUCH

THAT DUCT CONNECTION CAN BE MADE.

ANCHOR

SILICONE SEALANT. APPLY

CONTINUOUS BEAD AROUND

PERIMETER OF LOUVER.

ANGLE CLIP AROUND

INSIDE OF LOUVER

1/2"x1/2" GALVANIZED WIRE

MESH INSIDE OF LOUVER.

LOUVER (SEE PLANS

FOR SIZES)

SHEET METAL FLASHING

DUCTWORK TO

EQUIPMENT

PROVIDE BURGLAR BARS ON ALL

LOUVERS LARGER THAN 12"X12"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OPTIONAL BID #1

BID DOCUMENTS

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MECHANICAL DETAILS

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

June 22, 2026 KJQ SEF 18704

NOT TO SCALE10

DUCTWORK INSTALLATION DIAGRAM

NOT TO SCALE6

VAV DUCT CONNECTIONS DETAIL

NOT TO SCALE3

FLEXIBLE DUCT CONNECTION DETAIL

NOT TO SCALE8

DIFFUSER FLEXIBLE DUCT CONNECTION DETAIL

NOT TO SCALE5

MINI-SPLIT SYSTEM DETAIL

NOT TO SCALE1

PIPE HANGERS

NOT TO SCALE9

EXHAUST FAN ROOF DISCHARGE DETAIL

NOT TO SCALE2

VIBRATION ISOLATION BASES

NOT TO SCALE4

AIR HANDLER SIDE VIEW DETAIL

NOT TO SCALE7

LOUVER ASSEMBLY DETAIL

Revisions: Date:

M-501

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

NOTE:

STRAP WATER HEATER TO WALL WITHIN UPPER ONE-THIRD

AND LOWER ONE-THIRD OF UNIT TO RESIST HORIZONTAL

DISPLACEMENT. MAINTAIN A MINIMUM 4" CLEARANCE

BETWEEN STRAPS AND UNIT CONTROLS.

ROUTE DRAINS TO

FLOOR DRAIN.

PROVIDE AIR GAP.

PIPE ANCHOR

H.W. CONNECTION

3/4" OVERFLOW

TO FLOOR DRAIN

3/4" T&P RELIEF

DISCHARGE ABOVE

BALL VALVE (TYP)

H.W. SUPPLY

3" DEEP DRAIN

PAN

3/4" DECK IN STEEL

FRAME MOUNTED A

MINIMUM OF 7'-6" AFF

WATER HEATER

SET AT 140° F

DRAIN VALVE

2" x 20 GAUGE STRAP, TYPICAL OF 2

ANCHOR STRAP

EXPANSION TANK

AS SCHEDULED

C.W. CONNECTION

L1-1/2 X L1-1/2"

SUPPORT ANGLE

C.W. SUPPLY

UNION (TYP)

WATER

HEATER

DRAIN VALVE

ROUTE RELIEF TO FD

TERMINATE 4" AFF

SHUT-OFF VALVE

UNION

RELIEF VALVE

AQUASTAT

CHECK VALVE

CIRCULATING PUMP

EXPANSION TANK

BALANCING VALVE

(TYPICAL EACH BRANCH)

CIRCULATING HOT

WATER BRANCH

FAUCET SEE

SPECIFICATIONS

LAMINAR FLOW

CONTROL DEVICE

OFFSET

WASTE

TRAP PARALLEL

TO WALL

LOOSE KEY

STOP

ESCUTCHEON

FINISHED FLOOR

[8 m m

] [200mm]

[2 m m

F O

R F

IX

T

U R

E H

E

IG

H T

S S

E E

A

C

H

IT

E C

T U

R A

L D

R A

W

IN

G S

NOTE:

PROVIDE PIPING COVER PER ADA FOR EXPOSED PIPING

8"

/4

WALL

NICKLE BRONZE ADJUSTABLE STRAINER

(FLUSH WITH FINISHED FLOOR)

CEMENT BED

TILE FLOOR

CONCRETE FILL

STRUCTURAL SLAB

FLASHING

CLAMP WITH

WEEP HOLES

THREADED, CAULKED OR

NO-HUB CONNECTION

WATERPROOF MEMBRANE - SLOPE

MEMBRANE LINER 2% TO DRAIN.

PROVIDE A METAL SUPPORT PLATE WHEN DRAIN

IS INSTALLED IN AN EXISTING FLOOR - CAULK

AROUND DRAIN PRIOR TO RE-GROUTING

CLAMP WATERPROOF MEMBRANE INSIDE OF

DRAIN BODY TO DRAIN TO WEEP HOLES

LOOSE GRAVEL AT WEEP HOLES

3mm to 6mm SIZE

PROVIDE PLUG AT

THIS

HUB IF PIPE DOES

NOT

CARRY THRU

VARIES AS REQUIRED

BY

PIPE INVERT

COVER PLATE

FLOW

FLOOR

WALL

CLEANOUT PLUG

30"

SEAL

HUB

PIPE

USE LONG SWEEP ELL AND 45

WHEN CO OCCURS AT END OF

LINE.

SPIGOT

WALL ACCESS COVER

AND FRAME

FLOOR

DIRT LEG

EQUIPMENT

SHUT-OFF

VALVE

PRESSURE REGULATOR PIPE

VENT OUTLET WITH

DOWNTURN ELBOW

UNION

G

DRAW THRU

BLOW THRU

2" [50mm]

PLUS X

1" [25mm]

MINIMUM

X

2X

UNIT TYPE A B

WHERE X = STATIC PRESSURE IN PAN

DRAIN LINE SHALL BE AT LEAST THE

SAME SIZE AS THE NIPPLE ON THE DRAIN

PAN PIPING SHALL BE RIGID COPPER TYPE L OR

TYPE M UNLESS NOTE BELOW IS MET

PITCH DOWN

TOWARD DRAIN

CLEAN OUT

FLOOR DRAIN OR

FLOOR SINK

DRAIN PAN

[2 5m m

] DIELECTRIC FITTING

A B

1"

NOTES

A. CPVC PIPE MAY BE USED ONLY IF APPROVED BY LOCAL VA

AND IS INDOORS AND DOES NOT PASS THROUGH RATED

BARRIERS.

B. DIELECTRIC FITTING TO BE USED WHEN TWO DISSIMILAR

METALS ARE TO BE CONNECTED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OPTIONAL BID #1

BID DOCUMENTS

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M502

MECHANICAL DETAILS

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

June 22, 2026 KJQ SEF 18704

NOT TO SCALE7

WATER HEATER - PLATFORM MOUNTED

NOT TO SCALE6

WATER HEATER PIPING

DETAIL - SINGLE W/RECIRCULATION

NOT TO SCALE5

ADA LAVATORY DETAIL

NOT TO SCALE4

TYPE "C" FLOOR DRAIN DETAIL

NOT TO SCALE3

CLEAN OUT AND PLUGGED RISER

NOT TO SCALE2

WALL CLEAN OUT DETAIL

NOT TO SCALE8

GAS PIPING CONNECTION FOR EQUIPMENT DETAIL

NOT TO SCALE1

AIR HANDLING UNIT DRAIN TRAP DETAIL

Revisions: Date:

M-502

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OPTIONAL BID #1

BID DOCUMENTS

C R e v it L o c a l_ F ile s

\1

M

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R s c o tt -f o rs b e rg .r v t

/1

/2

:3

:0

A

M

M601

MECHANICAL SCHEDULES

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

June 22, 2026 KJQ SEF 18704

AHU-01/

CU-01

BASEMENT

ADMIN

BUILDING

SPLIT

SYSTEM

2870 [ 1400 ] 800 [ 380 ] 1.2 [ 300 ] 115.8 [ 400 ] 79.8 [ 23 ] 14.5 80 [ 27 ] 67 [ 19 ] [ 93 ] [ 34 ] 12.7 90 [ 26 ] 83.7 [ 25 ] 47 [ 8 ] 73.7 [ 23 ] NA 8 [ 6000 ] 2.3 [ 1700 ]

BASIS OF DESIGN:

AAON H3-CRB-8-0-442D; CFA-009-B-A-2

CFM [L/s] CFM [L/s] IN [Pa] MBH [kW] MBH [kW] °F [°C] °F [°C] °F [°C] MBH [kW] MBH [kW] °F [°C] °F [°C] HP [W] CONTROL MCA [W] CONTROL

Db Wb

MIN TOTAL

CAPACITY

MIN SENSIBLE

CAPACITY

MIN SEER

EAT

OSA DESIGN

TEMP

COMP KW

GAS MIN. INPUT MIN. NET OUTPUT

EAT

Db

LAT

Db

INDOOR FAN OUTDOOR UNIT FANMARK LOCATION

AREA AND/OR

BLDG SERVED

TYPE

TOTAL SUPPLY

AIR FLOW

MIN. OUTSIDE AIR

FLOW

EXT STATIC

PRESSURE

COOLING CAPACITY HEATING CAPACITY

AIR FILTER

MARK NO

ELECTRICAL DATA

REMARKS

SPLIT SYSTEM AIR CONDITIONER GAS/ELECTRIC SCHEDULE

VAV-121 BREAKROOM AHU-01 6"Ø 250 [ 120 ] 138 [ 65 ] NONE VAV

5 DEGREE

DEADBAND

1.5 120 1 BASIS OF DESIGN: TITUS DESV

VAV-120

PROGRAM

ANALYST

AHU-01 6"Ø 150 [ 71 ] 82 [ 39 ] NONE VAV

5 DEGREE

DEADBAND

1 120 1 BASIS OF DESIGN: TITUS DESV

VAV-119

BUDGET

ANALYST

AHU-01 6"Ø 150 [ 71 ] 82 [ 39 ] NONE VAV

5 DEGREE

DEADBAND

1 120 1 BASIS OF DESIGN: TITUS DESV

VAV-118 ASST DIRECTOR AHU-01 6"Ø 150 [ 71 ] 82 [ 39 ] NONE VAV

5 DEGREE

DEADBAND

1 120 1 BASIS OF DESIGN: TITUS DESV

VAV-117 DIRECTOR AHU-01 6"Ø 250 [ 120 ] 138 [ 65 ] NONE VAV

5 DEGREE

DEADBAND

1.5 120 1 BASIS OF DESIGN: TITUS DESV

VAV-114 MENS LOCKER AHU-01 6"Ø 330 [ 160 ] 150 [ 71 ] NONE VAV

5 DEGREE

DEADBAND

2 120 1 BASIS OF DESIGN: TITUS DESV

VAV-113

WOMENS

LOCKER

AHU-01 6"Ø 120 [ 57 ] 99 [ 47 ] NONE VAV

5 DEGREE

DEADBAND

1 120 1 BASIS OF DESIGN: TITUS DESV

VAV-108

MULTIPURPOSE

ROOM

AHU-01 6"Ø 300 [ 140 ] 165 [ 78 ] NONE VAV

5 DEGREE

DEADBAND

2 120 1 BASIS OF DESIGN: TITUS DESV

VAV-107 ADMIN OFFICER AHU-01 6"Ø 250 [ 120 ] 138 [ 65 ] NONE VAV

5 DEGREE

DEADBAND

1.5 120 1 BASIS OF DESIGN: TITUS DESV

VAV-106 WORKSTATIONS AHU-01 10"Ø 800 [ 380 ] 440 [ 210 ] NONE VAV

5 DEGREE

DEADBAND

6 208 1 BASIS OF DESIGN: TITUS DESV

VAV-104 WOMENS RR AHU-01 6"Ø 160 [ 76 ] 88 [ 42 ] NONE VAV

5 DEGREE

DEADBAND

1 120 1 BASIS OF DESIGN: TITUS DESV

VAV-103 MENS RR AHU-01 6"Ø 160 [ 76 ] 88 [ 42 ] NONE VAV

5 DEGREE

DEADBAND

1 120 1 BASIS OF DESIGN: TITUS DESV

VAV-101 LOBBY AHU-01 6"Ø 200 [ 94 ] 110 [ 52 ] NONE VAV

5 DEGREE

DEADBAND

1.5 120 1 BASIS OF DESIGN: TITUS DESV

VAV-002 B-02 AHU-01 6"Ø 300 [ 140 ] 150 [ 71 ] NONE VAV

5 DEGREE

DEADBAND

2 120 1 BASIS OF DESIGN: TITUS DESV

VAV-001 B-01 AHU-01 8"Ø 450 [ 210 ] 165 [ 78 ] NONE VAV

5 DEGREE

DEADBAND

2 120 1 BASIS OF DESIGN: TITUS DESV

CFM [L/s] CFM [L/s] KW VOLTAGE PHASE MCA MOP

MAX MINMARK

AREA AND/OR

ROOM SERVED

SYSTEM AIR

HANDLING

INLET SIZE

INCHES

AIR FLOW

ADDITIONAL

SOUND

ATTUNATION

REQUIRED

CONTROL

TYPE

CONTROL

SEQUENCE

REHEAT

REMARKS

SINGLE DUCT AIR TERMINAL UNIT SCHEDULE

REMARKS

1. SEE FLOOR PLANS FOR CFM AND NECK SIZE

2. SEE FLOOR PLAN FOR THROW PATTERN

3. PROVIDE SQUARE TO ROUND ADAPTER WHEN NEEDED

4. SEE DETAIL FOR DAMPER IN BRANCH DUCT SERVING DIFFUSER

SG1

SUPPLY

GRILLE

DUCT MOUNTED 6 x 4 [ 150 x 100 ] 25 MANUAL WHITE TITUS 300FL 1,3,4

CD1

LOUVERED

FACE

CEILING 24 x 24 [ 600 x 600 ] 19 MANUAL WHITE TITUS TMS 1, 2, 3, 4

IN x IN [mm x mm] MANUFACTURER MODEL

MARK TYPE MOUNTING

PANEL/FRAME SIZE

NC DAMPER FINISH

BASIS OF DESIGN

REMARKS

AIR DEVICE SCHEDULE (SUPPLY)

3. PROVIDE WITH CONDENSATE PUMP FOR INDOOR UNIT.

2. INCLUDE WIRELESS CONTROLLER.

1. MAKE AND MODEL NUMBER ARE FOR BASIS OF DESIGN INFORMATION. PROVIDE BASIS OF DESIGN UNIT OR APPROVED EQUAL

NOTES:

MS-1/

CU-2

BASEMENT ADMIN BUILDING

MINI SPLIT

SYSTEM

MITSUBISHI MSZ-GS24NA-U1 MUZ-GS24NA-U1 22.4 [ 76 ] 19.6 [ 6 ] R-454B 20.5 5 208 1 18 20 [ 107 ] 200 1,2,3

MBH [kW] MBH [kW]

VOLTAG

E

PHASE MCA MOP [W]

MAX POWER

INPUT W

MARK LOCATION

AREA AND/OR

BLDG SERVED

TYPE MANUFACTURER

INDOOR MODEL

(MS-1)

OUTDOOR MODEL

(CU-3)

COOLING CAPACITY

@95°F

HEATING CAPACITY

@5°F REFRIGERAN

T

SEER

SCCR

RATING Ka

ELECTRICAL DATA

REMARKS

MINI SPLIT SYSTEM AIR CONDITIONER SCHEDULE

REMARKS

1. SEE FLOOR PLANS FOR CFM AND NECK SIZE

2. PROVIDE SQUARE TO ROUND ADAPTER WHEN NEEDED

3. SEE PLANS FOR SIZES

4. COORDINATE COLOR(S) WITH ARCHITECTURE

RG-02 LOUVERED

SURFACE

OR DUCT

--- [ ] 13 NONE WHITE TITUS 350Z 1, 2, 3, 4

RG-01 EGGCRATE CEILING 24 x 24 [ 600 x 600 ] 13 NONE WHITE TITUS 50F 1, 2, 3, 4

IN x IN [mm x mm] MANUFACTURER MODEL

MARK TYPE MOUNTING

PANEL/ FRAME SIZE

NC DAMPER COLOR

BASIS OF DESIGN

REMARKS

AIR DEVICE SCHEDULE (RETURN)

NOTE

1. COLOR SELECTED BY ARCHITECT.

2. ALL LOUVERS SHALL VBE AMCA CERTIFIED FOR ALL PERFORMANCE AND WATER PENETRATION. MAX WATER PENTRATION SHALL BE LESS THAN 0.1 OZ/SQ FT FOR INTAKE LOUVERS.

3. MAKE AND MODEL NUMBER ARE FOR BASIS OF DESIGN INFORMATION. PROVIDE BASIS OF DESIGN OR AN APPROVED SUBSTITUTION.

LV-1 BASEMENT ADMINISTRATION GREENHECK EHH-401 2870 [ 1354 ] 0.038 [ 9 ] 48 [ 1219 ] 24 [ 610 ] 5.7 [ .53] CHANNEL ALUM.

BAKED

ENAMEL

BIRD SCREEN 1,2,3

MANUFACTURER MODEL CFM [L/s] IN WG [Pa]

WIDTH

IN

WIDTH

[MM]

HEIGHT

IN

HEIGHT

[MM]

SQ FT [SQ M]

MARK LOCATION BUILDING

BASIS OF DESIGN AIR FLOW PRESSURE DROP LOUVER SIZE FREE AREA

FRAME

STYLE

CONST FINISH ACCESSORIES NOTES

LOUVER SCHEDULE

REMARKS

1. PROVIDE BACKDRAFT DAMPERS, BIRD SCREEN

2. PROVIDE ROOF CURB ADAPTER

3. BASIS OF DESIGN IS GREENHECK MODEL G (VG MOTOR), APPROVED EQUAL IS ACCEPTABLE

1-EF3 TOILET EXHAUST 100 [ 47 ] 0.5 [ 130 ] INLINE BIW I N/A NA DIRECT 939 0.01 0.01 [ 13 ] 1 115 939 VARIABLE 1

1-EF2 TOILET EXHAUST 100 [ 47 ] 0.5 [ 130 ] INLINE BIW I NA NA DIRECT 939 0.01 0.01 [ 13 ] 1 115 939 VARIABLE 1

1-EF1 TOILET EXHAUST 400 [ 190 ] 0.75 [ 190 ]

DOWNBLAST

CENTRIFUGAL

BIW I N/A EC 1229 0.4 0.5 [ 370 ] 1 120 1750 VARIABLE 1,2,3

CFM [L/s] IN [Pa] IN [mm] BHP HP [W]

TYPE WHEEL CLASS

ARRANGEMENT,

ROTATION, AND

DISCHARGE

DIAMETER

MIN % EFF DRIVE

FAN MAX

RPM

NOMINAL POWER

PHASE VOLT RPM

SPEED

CONTROL

MARK

SYSTEM AND/OR

SERVICE

AIR FLOW TSP

FAN MOTOR ELECTRICAL

CONTROL

SEQUENCE

REMARKS

FAN SCHEDULE

Revisions: Date:

M-601

VA

F

O

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

U.S. Department of Veterans Affairs

Office of Design and Construction

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OPTIONAL BID #1

BID DOCUMENTS

C R e v it L o c a l_ F ile s

\1

M

E P

R s c o tt -f o rs b e rg .r v t

/1

/2

:3

:1

A

M

M602

MECHANICAL SCHEDULES

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

June 22, 2026 KJQ SEF 18704

NOTE:

BASIS OF DESIGN: AO SMITH, EJC-10, EEMAX LAVADVANTAGE

WH-3

BREAKROOM

ADMIN BUILDING

DOMESTIC HOT

WATER

POINT OF USE 0 [ ] 0 [ ] NA 0 [ ] 1 8.3 --- 1 208

MOUNT IN CABINET WITH FACTORY DISCONNECT, IF

NEEDED

WH-2 BASEMENT ADMIN BUILDING

DOMESTIC HOT

WATER

SMALL TANK 10 [ 38 ] 8 [ 30 ] 60 100 [ 690 ] 1 1.6 1.6 1 120 ON PLATFORM AT MIN 4'-0" AFF

( E )WH-1

HAC

ADMIN BUILDING

DOMESTIC HOT

WATER

EXISTING

SMALL TANK

--- --- --- --- --- --- --- --- --- --- --- --- VERIFY LOCATION IN THE FIELD

GAL [L] GAL/HR [L/HR] PSIG [kPa] TOTAL kW kW PER

ELEMENT

PHASE VOLT

MARK LOCATION

AREA AND/OR

BLDG SERVED

SYSTEM AND/OR

SERVICE

TYPE

STORAGE

CAPACITY

RECOVERY @

90°F [32°C] RISE

TIME TO

RECOVER

CONTENTS,

MINUTES

RELIEF VALVE

SETTING NO OF

ELEMENTS

ELECTIRCAL INPUT

REMARKS

ELECTRIC WATER HEATER SCHEDULE

REMARKS

1. BASIS OF DESIGN: B&G ECOCIRC 20-18, PROVIDE WITH CHECK-TROL VALVE, OR AN APPROVED EQUAL.

2. PROVIDE ALL VALVES AND CONTROLS

CP-01 BASEMENT

ADMIN

BUILDING

HOT WATER

RECIR

CIRCULATOR DOMESTIC WATER 2 [ ] 18 [ 290 ] 60 NA 120 [ 49 ] 1 70 FRAC [ 70 ] 1 120 1750 ECM 1, 2

GPM [L/s] FT [kPa] FT [kPa] °F [°C] HP [WATTS]

FLUID

FLOW HEAD NPSH AVAILABLE TEMPERATURE

SP. GR.

MIN. %

EFF

NOMINAL POWER

PHASE VOLT MAX RPM

SPEED

CONTROL

REMARKS

MARK LOCATION

AREA…