FINAL from AE 00 Combined 100 percent.pdf

th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t

00 00

11 11 o n e in c h o n e fo o t o n e in c h o n e fo o t o n e in c h o n e fo o t o n e in c h o n e fo o t

00 00

22 22 th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t

00 00 22 22 o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t

00 00 44 44 th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t

00 00 44 44 o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

00 00 44 44

88 88 o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t

00 00 44 44

88 88

A

B

C

D

E

F

Veterans Benefits

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

U.S. DEPARTMENT OF VETERANS AFFAIRS

VETERANS BENEFITS ADMINISTRATION APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

EXP. 04/30/2025

EXP. 12/31/2025

MEP/FIRE PROTECTION ENGINEER

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

DRAWING NUMBER

BUILDING NUMBER

ARCH COA NO. CA-0996

ENGR COA NO. ECA-5426

/2

/2

:2 :0

P

M

COVER SHEET

KJW 01 OF 15AJS

FINAL CONSTRUCTION DOCUMENTS

AIR HANDLING UNIT REPLACEMENT (VBA)

VA PROJECT NUMBER: VB3145

AIR HANDLING UNIT

REPLACEMENT (VBA)

10/24/2024

VB3145

VA REGIONAL OFFICE

345 PERRY HILL ROAD,

MONTGOMERY, AL 36109

VETERANS AFFAIRS REGIONAL OFFICE (VARO)

345 PERRY HILL ROAD,

MONTGOMERY, AL 36109

FINAL CONSTRUCTION DOCUMENTS

GI000

SPUR #: 2401

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

[01] GENERAL

01 GI000 COVER SHEET

02 GI001 GENERAL INFORMATION

[02] ARCHITECTURAL

03 AS001 ARCHITECTURAL SITE PLAN

04 AE101 DEMOLITION AND REFERENCE PLAN - BUILDING 42 - PENTHOUSE LEVEL

[03] FIRE PROTECTION

05 FX101 FIRE SPRINKLER FLOOR PLAN - PENTHOUSE LEVEL

[04] MECHANICAL

06 M-000 LEGEND AND ABBREVIATIONS

07 MD101 MECHANICAL HVAC DEMOLITION PLAN - PENTHOUSE LEVEL

08 MH101 MECHANICAL HVAC PLAN - PENTHOUSE LEVEL

09 M-501 MECHANICAL SCHEDULES AND DETAILS

10 M-701 MECHANICAL CONTROLS

11 M-702 MECHANICAL CONTROLS

[05] ELECTRICAL

12 E-001 ELECTRICAL LEGEND AND ABBREVIATIONS

13 ED101 ELECTRICAL DEMOLITION PLAN - BUILDING 42 - PENTHOUSE LEVEL

14 EP101 ELECTRICAL POWER PLAN - BUILDING 42 - PENTHOUSE LEVEL

15 E-601 ELECTRICAL ONE-LINE DIAGRAM

TOTAL SHEETS: 15

LOCATION

PLAN

AREA

PLAN

N

PROJECT LOCATION

N

NUMBER REVISION DESCRIPTION DATE

ABBREVIATIONS CODES STANDARDS AND EXECUTIVE ORDERS

FIXTURE MOUNTING HEIGHTS AND CLEARANCES

DOOR AND FIXTURE CLEARANCES

MATERIALS LEGEND

PURPOSE: THE PUBLIC BUILDINGS AMENDMENT ACT OF 1988, PUBLIC LAW (PUB. L.) 100-678 REQUIRES FEDERAL AGENCIES TO FOLLOW NATIONAL RECOGNIZED "MODEL" BUILDING CODES. THE FEDERAL PARTICIPATION IN THE DEVELOPMENT AND USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT AND BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY STANDARDS, BOTH DOMESTIC AND INTERNATIONAL, WHENEVER FEASIBLE, AND TO PARTICIPATE IN

VOLUNTARY STANDARD BODIES.

GENERAL: VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURES. VA DESIGN MANUALS AND MASTER SPECIFICATIONS SPECIFY OTHER CODES AND STANDARDS THAT VA FOLLOWS ON ITS PROJECTS. REFERENCE RELEVANT ADDENDA FOR EACH OF THE ADOPTED CODES AND STANDARDS:

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL

INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/ ).

• 2024 INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS, SEE NOTES BELOW)

• 2024 INTERNATIONAL EXISTING BUILDING CODE (IEBC) (IF APPLICABLE)

• 2024 NFPA 101 LIFE SAFETY CODE (SEE NOTES BELOW)

• 2024 NATIONAL FIRE CODES (NFPA) (WITH THE EXCEPTION OF NFPA 900 AND NFPA 5000)

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

• 2023 VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• 2024 INTERNATIONAL MECHANICAL CODE

• 2023 NATIONAL ELECTRICAL CODE (NEC), NFPA 70

• 2024 INTERNATIONAL PLUMBING CODE (IPC)

• 2022 SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1.

• ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS INCLUDING VA SUPPLEMENT, VA BARRIER FREE DESIGN STANDARD (PG-18-13)

• 2022 ANSI ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

• 2022 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318-19)

• 2023 STEEL CONSTRUCTION MANUAL (16TH EDITION), AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• 2007 DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL, COMMERCIAL AND MULTI -FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND

NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 AND 435.

• 2006 FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

• 2018 EXECUTIVE ORDER 13834: EFFICIENT FEDERAL OPERATIONS

• 2021 THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 010000 OF THE VA MASTER CONSTRUCTION

SPECIFICATION.

• 2022 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1

• 2022 SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15

• 2024 PHYSICAL SECURITY AND RESILIENCY DESIGN MANUAL

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD

PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES. HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS AND GIVEN OPPORTUNITY TO REVIEW DRAWINGS PROVIDED THAT VA DOES NOT PAY FOR REVIEW OR INSPECTION FEES.

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT

NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN.

DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES

EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).

2. CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY SYSTEM WIDE.

ASHRAE 90.1 - 2019 EDITION

BUILDING LOCATION: ST. LOUIS, MO

CLIMATE ZONE (TABLE ANNEX 1-1): ZONE 4A

INTERIOR DESIGN CONDITIONS:

THE INTERIOR DESIGN TEMPERATURES FOR HEATING AND COOLING AS DEPICTED IN THE PROJECT DESIGN CONDITIONS SCHEDULE IN THE MECHANICAL CONTROL DRAWINGS SHALL BE THE MAXIMUM

AND MINIMUM VALUES FOR THE ASSOCIATED TEMPERATURE CONTROL ZONES.

BUILDING ENVELOPE REQUIREMENTS (5.5 )

BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 4 (A,B,C)

ROOFS REQUIRED DESIGNED

INSULATION: R-30 c.i. EXISTING TO REMAIN

METAL BUILDINGS: R-19 + R-11 Ls or R-25 + R-8 Ls EXISTING TO REMAIN

ATTIC AND OTHER: R-49 EXISTING TO REMAIN

WALLS, ABOVE GRADE

MASS: R-9.5 c.i. EXISTING TO REMAIN METAL BUILDING: R-0 + R-15.8 c.i. EXISTING TO

REMAIN

STEEL-FRAMED: R-13 + R-7.5 c.i. EXISTING TO REMAIN WOOD-FRAMED AND OTHER: R-13 + R-3.8 c.i. or R-20 EXISTING TO REMAIN

WALL, BELOW GRADE

BELOW-GRADE WALL: R-7.5 c.i. EXISTING TO REMAIN

FLOORS

MASS: R-14.6 c.i. EXISTING TO REMAIN

STEEL-FRAMED: R-30 EXISTING TO REMAIN

WOOD-FRAMED AND OTHER: R-30 EXISTING TO REMAIN

SLAB-ON-GRADE FLOORS

UNHEATED SLABS: R-15 for 24 in. EXISTING TO REMAIN HEATED SLABS: R-20 for 24 in. EXISTING TO REMAIN

OPAQUE DOORS

SWINGING: U-0.370 EXISTING TO REMAIN

NONSWINGING: U-0.310 EXISTING TO REMAIN

FENESTRATION (TABLE 5.5-4):

VERTICAL FENESTRATION, U-FACTOR

FIXED: U-0.36 EXISTING TO REMAIN

OPERABLE: U-0.45 EXISTING TO REMAIN

ENTRANCE DOOR: U-0.63 EXISTING TO REMAIN

DEFINITIONS

c.i = CONTINUOUS INSULATION Ls = LINEAR SYSTEM

NR = NO (INSULATION) REQUIREMENT

ENERGY REQUIREMENTS

N

1. DRAWINGS ARE PART OF A COMPLETE DOCUMENTS SET. CONTRACTOR SHALL CONFIRM

ALL ITEMS REQUIRED BASED UPON THE OVERALL DESIGN INTENT OF THE ENTIRE

DOCUMENT SET.

2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, PRIOR TO BEGINNING ANY WORK,

TO CONFIRM THE ACCURACY OF THE DRAWINGS AND REPORT ANY DISCREPANCIES TO

THE ARCHITECT. DO NOT SCALE THE DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND

EXISTING STRUCTURAL CONDITIONS.

3. ALL AREAS NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT SHALL BE KEPT

CLEAN AND FREE OF OBSTRUCTIONS AT ALL TIMES.

4. ERECT BARRICADES AND WARNING SIGNS TO DIVERT AND WARN PASSERS -BY OF THE

CONSTRUCTION WORK. PROVIDE DUST PROOFING ENCLOSURES TO SEPARATE WORK

AREAS FROM THE EXISTING FACILITIES.

5. ALL TRASH AND DEBRIS TO BE REMOVED ON A DAILY BASIS.

6. PROVIDE PROTECTION FOR ALL EXISTING SURFACES AND CONDITIONS TO REMAIN IN

PLACE DURING THE SCOPE OF WORK. SHOULD ANY DAMAGE OCCUR, PATCH AND REPAIR

ANY DAMAGE TO ADJACENT FINISHES TO MATCH EXISTING.

7. ANY DAMAGE CAUSED TO THE BUILDING OR OWNER EQUIPMENT SHALL BE REPAIRED OR

REPLACED BACK TO ITS ORIGINAL CONDITIONS AT NO ADDITIONAL COST TO THE OWNER.

8. COVER ALL RETURN AIR GRILLES WITHIN THE AREA OF CONSTRUCTION TO PREVENT

PARTICULATE MATERIAL FROM EXHAUSTING INTO SURROUNDING SPACES.

9. APPROPRIATE LIGHT FIXTURES SHALL BE TEMPORARILY SUSPENDED TO PROVIDE

ADEQUATE LIGHTING LEVELS FOR CONSTRUCTION.

10. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO COORDINATE WITH OTHER

DISCIPLINES TO INSTALL COMPLETE AND OPERATIONAL SYSTEMS. DRAWINGS, AS A

WHOLE, REPRESENT A COMPLETE SET AND DEPICT REQUIREMENTS FOR COMPLETE AND

OPERATIONAL SYSTEMS. INDIVIDUAL DRAWINGS MAY NOT DEPICT COMPLETE AND

ACCURATE INFORMATION TO COORDINATE COMPLETE AND OPERATIONAL SYSTEMS, BUT

DO SO AS AN ENTIRE DOCUMENT TO BE REFERENCED WITH OTHER INDIVIDUAL DRAWINGS.

CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO REFERENCE OTHER SHEETS

AND SPECIFICATIONS AS AN ENTIRE SET OF CONSTRUCTION DOCUMENTS THAT REFLECT

WORK REQUIRED TO ACHIEVE A COMPLETE AND OPERATIONAL GOAL. LACK OF

COORDINATION AND REVIEW OF DRAWINGS AND SPECIFICATIONS AS AN ENTIRE

DOCUMENT TO INSTALL COMPLETE AND OPERATIONAL SYSTEMS, BEING OBVIOUS AND

TYPICAL INDUSTRY STANDARD, IDENTIFIED IN THE DRAWINGS AND SPECIFICATIONS, SHALL

NOT BE IN ANY WAY AN ADDITIONAL COST TO THE GOVERNMENT.

11. CONTRACTOR SHALL SUBMIT A REQUEST, IN WRITING, TO INTERRUPT ANY SUCH SERVICES

TO COR (CONTRACTING OFFICER’S REPRESENTATIVE) 48 HOURS IN ADVANCE OF

PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE, EXACT TIME OF, AND

APPROXIMATE DURATION OF SUCH INTERRUPTION. MAJOR INTERRUPTIONS OF ANY

SYSTEM MUST BE REQUESTED, IN WRITING, AT LEAST 60 CALENDAR DAYS PRIOR TO THE

DESIRED TIME AND SHALL BE PERFORMED AS DIRECTED BY THE COR. MAJOR

INTERRUPTIONS SHALL BE COORDINATED WITH OTHER MAJOR INTERRUPTIONS AND MAY

NOT BE SCHEDULED FOR ONE DISCIPLINE MORE THAN TWICE THROUGHOUT THE OVERALL

CONSTRUCTION SCHEDULE UNLESS REQUESTED IN WRITING AND APPROVED BY THE COR.

CONTRACTOR WILL BE ADVISED, IN WRITING, OF APPROVAL OF REQUEST, OR OF WHICH

OTHER DATE AND/OR TIME SUCH INTERRUPTION WILL CAUSE THE LEAST INCONVENIENCE

TO OPERATIONS OF THE MEDICAL CENTER. INTERRUPTION TIME APPROVED BY THE

MEDICAL CENTER MAY OCCUR AT TIMES OTHER THAN CONTRACTOR'S NORMAL WORKING

HOURS. SCHEDULE INTERRUPTION MAY BE ON WEEKENDS OR LATE HOURS AND MAY NOT

BE AN ADDITIONAL COST TO THE GOVERNMENT. COORDINATE ALL INTERRUPTIONS THAT

MAY AFFECT THE NORMAL OPERATION OF THE FACILITY WITH THE COR WHEN SUBMITTING

THE CONSTRUCTION SCHEDULE OR UPDATES TO THE CONSTRUCTION SCHEDULE.

12. NO ASBESTOS CONTAINING MATERIALS ARE TO BE USED ON THIS PROJECT. SPUR DESIGN, THE A/E OF RECORD, CAN CERTIFY THAT NO ASBESTOS CONTAINING BUILDING MATERIALS

(ACBM) OR LEAD BASED PAINT (LBP) PRODUCTS WERE DESIGNED/SPECIFIED AS BUILDING

MATERIAL IN ANY OF THE CONSTRUCTION DOCUMENTS.

13. REFER TO THE DESIGN BINDER FOR THE ICRA INFORMATION DOCUMENTATION.

GENERAL NOTES

AREA NAME

150 SF

A101

A101

SIM

A

00.0

A101

1 1

A101

LEVEL NAME

00'-00"

00'-00" 4B

3A

FIBERGLASS BATT

INSULATION

RIGID INSULATION

CONCRETE / PRECAST

CONCRETE

EARTH / SOIL

SAND, EIFS FINISH, OR

PLASTER FINISH

GYPSUM BOARD FINISH

BRICK

CONCRETE MASONRY

UNIT

STONE / CAST STONE

GYPSUM BOARD SECTION

EXTERIOR SHEATHING

BOARD SECTION

PLYWOOD SECTION

CLEAN UTILITY

000A

150 SF

/1 A101

X0000

ROOM TAG

AREA TAG

SPECIALTY EQUIPMENT TAG

DOOR TAG

KEYED NOTE TAG

WALL TAG

WINDOW TAG

A101

SIM

A101

SIM

A

ACB ACOUSTIC CEILING BAFFLE

ACP ACOUSTIC CEILING PANEL

ACST ACOUSTIC

ADA AMERICANS WITH DISABILITIES ACT

ACT ACOUSTICAL CEILING TILE

ADDL ADDITIONAL

ADDN ADDITION

ADJ ADJACENT, ADJOINING, OR

ADJUSTABLE

ADMIN ADMINISTRATION

AE ARCHITECT/ENGINEER

AF ACCESS FLOORING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AIA AMERICAN INSTITUTE OF

ARCHITECTS

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINIUM (TRIM)

AMT AMOUNT

APPROX APPROXIMATE

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

AT ACOUSTIC CEILING TILE

AVG AVERAGE

B

BD BOARD

BG BUMPER GUARD

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BOS BOTTOM OF STEEL

BOT BOTTOM

BRKT BRACKET

BTWN BETWEEN

C

CAB CABINET

CAV CAVITY

CBB CONCRETE BACKER BOARD

C/C CONTRACTOR PROVIDED /

CONTRACTOR INSTALLED

CD CONSTRUCTION DOCUMENTS

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CH BD CHALKBOARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CP CONTRACTOR PROVIDED

CPT CARPET/CARPET TILE

CS CONCRETE SEALED

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTR CENTER

CU FT CUBIC FEET

D

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

DWG DRAWING

DWP DIMENSIONAL WALL PANEL

E

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPY EPOXY FLOORING

EQ EQUAL

ETR EXISTING TO REMAIN

EX EXISTING

EXP EXPOSED

EXT EXTERIOR

F

FAB FABRIC

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FP FIRE PROTECTION

FR FIRE RESISTANT

FT FEET

FTG FOOTING

FV FIELD VERIFY

FWC FABRIC WALL COVERING

G

GDR GUARDRAIL

GL GLASS/GLAZING

GRAN GRANITE

GR FL GROUND FLOOR

GT GROUT

GSM GALVANIZED SHEET METAL

GYP BD GYPSUM BOARD

H

HDW HARDWARE

HEPA HIGH EFFICIENCY

PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HANDRAIL

HT HEIGHT

I

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J

J-BOX JUNCTION BOX

L

LAV LAVATORY

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIN LINEAR

LN LINOLEUM

LOC LOCATION

LT LIGHT

LVR LOUVER

LVT LUXURY VINYL TILE

M

MAT CARPET MAT / WALK-OFF MAT

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODIFY

MTG MOUNTING

MTL METAL

MVBL MOVABLE

N

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P

P PAINT

PA PUBLIC ADDRESS

PBD PARTICLE BOARD

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PNL PANEL

PR PAIR

PRB PROFILE BASE

PRKG PARKING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PORCELAIN TILE

PWR POWER

Q

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTY QUANTITY

QT QUARRY TILE

REFERENCE SYMBOLS IDENTIFICATION TAGS

NOTE: NOT ALL ABBREVIATIONS OR SYMBOLS WILL BE UTILIZED FOR THIS PROJECT.

GRID HEAD AND

LINE

LEVEL INDICATOR

MATCH LINE AND

VIEW REFERENCE

NORTH ARROW

SPOT ELEVATION

DETAIL

SECTION

WALL

SECTION

BUILDING

SECTION

DETAIL

ELEVATION

INTERIOR

ELEVATION

BUILDING

ELEVATION

1 1

R

RAF RESILIENT ATHLETIC FLOORING

RB RUBBER BASE/RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RES RESINOUS FLOORING

RES-W RESINOUS / EPOXY WALL / CEILING

RF RUBBER FLOORING

RFG ROOFING

RM ROOM

RO ROUGH OPENING

RP RESIN PANEL

RSF RESILIENT SHEET FLOORING

RV ROOF VENT

RWC RIGID VINYL WALLCOVERING

S

SC SPECIALTY COATING

SD STATIC DISSIPATIVE FLOORING/TILE

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT (FEET)

SGL SINGLE

SIM SIMILAR

SJ SCORED JOINT

SLNT SEALANT

SM SHEET METAL

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SOLID SURFACE

ST STONE

STD STANDARD

STOR STORAGE

SV SHEET VINYL (ROLLED OR TILE)

SWC STAINLESS STEEL WALLCOVERING

T

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TOF TOP OF FOOTING/ FOUNDATION

TOM TOP OF MASONRY

TOS TOP OF SLAB/ STEEL

U

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V

VAR VARIES

V/C VA PROVIDED / CONTRACTOR

INSTALLED

VCT VINYL COMPOSITION TILE

VFAT VINYL-FACED ACOUSTICAL TILE

VP VENEERED PLASTER

VT VINYL TILE

V/V VA PROVIDED / VA INSTALLED

VWC VINYL WALLCOVERING

VWF VINYL WALL FABRIC

W

W/ WITH

W/O WITHOUT

W/C WATER CLOSET

WC WHEELCHAIR

WD WOOD

WFAB WALL FABRIC

WPM WATERPROOF MEMBRANE

WSF WELDED SHEET FLOOR

X

X BRACE CROSS BRACE

th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t

00 00

11 11 o n e in c h o n e fo o t o n e in c h o n e fo o t o n e in c h o n e fo o t o n e in c h o n e fo o t

00 00

22 22 th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t

00 00 22 22 o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t

00 00 44 44 th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t

00 00 44 44 o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

00 00 44 44

88 88 o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t

00 00 44 44

88 88

A

B

C

D

E

F

Veterans Benefits

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VETERANS BENEFITS ADMINISTRATION APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

EXP. 04/30/2025

EXP. 12/31/2025

MEP/FIRE PROTECTION ENGINEER

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

DRAWING NUMBER

BUILDING NUMBER

ARCH COA NO. CA-0996

ENGR COA NO. ECA-5426

/2

/2

:0

:4

P

M

GENERAL INFORMATION

KJW 02 OF 15AJS

FINAL CONSTRUCTION DOCUMENTS

AIR HANDLING UNIT

REPLACEMENT (VBA)

10/24/2024

VB3145

VA REGIONAL OFFICE

345 PERRY HILL ROAD,

MONTGOMERY, AL 36109

GI001

SPUR #: 2401NUMBER REVISION DESCRIPTION DATE

1.02

2.10

1. ALL EXISTING LANDSCAPING TO REMAIN. CONTRACTOR TO REPAIR OR RESTORE ANY DAMAGE

CAUSED TO EXISTING LANDSCAPING ELEMENTS OUTSIDE OF PROJECT SCOPE OF WORK.

GENERAL SITE PLAN NOTES

SCOPE BOUNDARY

25'-0" SAFETY SETBACK BUILDING AREA OF WORK

EXISTING BUILDING

SITE PLAN LEGEND

NOTE: NOT ALL SYMBOLS MAY BE USED.

STAGING / CRANE ACCESS

th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t

00 00

11 11 o n e in c h o n e fo o t o n e in c h o n e fo o t o n e in c h o n e fo o t o n e in c h o n e fo o t

00 00

22 22 th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t

00 00 22 22 o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t

00 00 44 44 th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t

00 00 44 44 o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

00 00 44 44

88 88 o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t

00 00 44 44

88 88

A

B

C

D

E

F

Veterans Benefits

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VETERANS BENEFITS ADMINISTRATION APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

EXP. 04/30/2025

EXP. 12/31/2025

MEP/FIRE PROTECTION ENGINEER

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

DRAWING NUMBER

BUILDING NUMBER

ARCH COA NO. CA-0996

ENGR COA NO. ECA-5426

/2

/2

:3 :1

P

M

ARCHITECTURAL SITE PLAN

KJW 03 OF 15AJS

FINAL CONSTRUCTION DOCUMENTS

AIR HANDLING UNIT

REPLACEMENT (VBA)

10/24/2024

VB3145

VA REGIONAL OFFICE

345 PERRY HILL ROAD,

MONTGOMERY, AL 36109

AS001

SPUR #: 2401

N 1" = 40'-0"

SITE PLAN1

KEYNOTE LEGEND

1.02 PROPOSED STAGING/CRANE ACCESS

2.10 EXISTING DUMPSTER TO REMAIN

UP

UP

DN

UP

UP

DN

FD

FD

FD

UP

UP

GENERAL PLAN NOTES

1. ALL DOOR FRAMES TO BE LOCATED 4" FROM OUTSIDE OF FRAME TO FINISH FACE OF ADJACENT

WALL UNLESS NOTED OTHERWISE.

2. ALL WALLS ARE DIMENSIONED TO CENTERLINE OF METAL STUD, UNLESS NOTED OTHERWISE.

3. BLOCK OUT SLAB FOR PENETRATIONS SHALL BE 2" LARGER THAN DUCT SIZE TO ALLOW

TOLERANCE FOR DUCT PASSAGE AND FIRE SAFING. COORDINATE WITH MEP FOR DUCT SIZES.

FLOOR PLAN LEGEND

EXISTING PARTITION

EXISTING DOOR & FRAME

EXISTING WINDOW

AREA NOT IN CONTRACT

NOTE: NOT ALL SYMBOLS MAY BE USED.

PARTITION LEGEND

NOTE: NOT ALL SYMBOLS MAY BE USED

SMOKE PARTITION/BARRIER EXISTING 2 HOUR FIRE

3 HOUR FIRE RATED EXISTING 1 HOUR FIRE

2 HOUR FIRE RATED NEW NON-RATED WALLS

1 HOUR FIRE RATED EXISTING WALL TO REMAIN

5 6 7 8 9 10 11

G

F

E

D

C

B

19'-8" 11'-0" 8'-8" 8'-8" 11'-0" 19'-8"

78'-8"

'-4

'-0

'-0

'-8

'-4

'-4

2.06

2.06

2.07

2.08

2.09

2.05

5 6 7 8 9 10 11

19'-8" 11'-0" 8'-8" 8'-8" 11'-0" 19'-8"

G

F

E

D

C

B

'-0

'-0

'-8

'-4

'-4

78'-8"

'-4 th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t

00 00

11 11 o n e in c h o n e fo o t o n e in c h o n e fo o t o n e in c h o n e fo o t o n e in c h o n e fo o t

00 00

22 22 th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t

00 00 22 22 o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t

00 00 44 44 th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t

00 00 44 44 o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

00 00 44 44

88 88 o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t

00 00 44 44

88 88

A

B

C

D

E

F

Veterans Benefits

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VETERANS BENEFITS ADMINISTRATION APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

EXP. 04/30/2025

EXP. 12/31/2025

MEP/FIRE PROTECTION ENGINEER

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

DRAWING NUMBER

BUILDING NUMBER

ARCH COA NO. CA-0996

ENGR COA NO. ECA-5426

/2

/2

:3 :1

P

M

DEMOLITION AND REFERENCE PLAN -

BUILDING 42 - PENTHOUSE LEVEL

KJW 04 OF 15AJS

FINAL CONSTRUCTION DOCUMENTS

AIR HANDLING UNIT

REPLACEMENT (VBA)

10/24/2024

VB3145

VA REGIONAL OFFICE

345 PERRY HILL ROAD,

MONTGOMERY, AL 36109

AE101

SPUR #: 2401

N 1/8" = 1'-0"

PENTHOUSE LEVEL - DEMOLITION PLAN1N

1/8" = 1'-0"

PENTHOUSE LEVEL - REFERENCE PLAN2

KEYNOTE LEGEND

2.05 EXISTING EQUIPMENT PADS TO BE REUSED.

2.06 DEMOLISH EXISTING AIR HANDLER UNIT.

2.07 DEMOLISH EXISTING DUCTWORK.

2.08 REMOVE EXISTING FAN AND STORE FOR REUSE.

2.09 REMOVE AND STORE EXISTING LOUVER FOR MECHANICAL EQUIPMENT TO BE INSTALLED.

LOUVER TO BE RE-INSTALLED AFTER.

G

F

E

D

C

B

5 6 7 8 9 10 11

SOUND

ATTENUATOR

FD2

FD1

FD3

G

F

E

D

C

B

5 6 7 8 9 10 11

F1

F1

GENERAL NOTES:

1) ALL FIRE SPRINKLER PIPING IS TO BE REMOVED AND RE-INSTALLED IN THE EXISTING

LOCATION. PIPING IS SHOWN IN GENERAL LOCATION FOR REFERENCE ONLY, FIRE

SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING

SPRINKLER PIPE AND HEAD LOCATIONS.

2) THE DESIGN AN INSTALLATION OF THE FIRE PROTECTION, FIRE SUPPRESSION SYSTEM

MUST BE IN ACCORDANCE WITH U.S. DEPARTMENT OF VETERANS AFFAIRS FIRE

PROTECTION DESIGN MANUAL, NINTH EDITION, NOVEMBER 2023: NFPA: STANDARD FOR THE

INSTALLATION OF SPRINKLER SYSTEMS, 2022 EDITION.

3) THIS INFORMATION HAS BEEN PREPARED TO PROVIDE GUIDANCE FOR BIDDING. THE FIRE

PROTECTION CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PROVIDING A COMPLETE AND

FULLY OPERABLE SYSTEM WHICH SHALL BE IN STRICT ACCORDANCE WITH PROJECT

SPECIFICATIONS AND APPLICABLE CODES AND STANDARDS. THE WORK THAT IS INDICATED IN

THIS DOCUMENT IS AN OVERVIEW OF THE PROJECT, INTENDED TO ESTABLISH THE MINIMUM

SCOPE REQUIREMENTS FOR THE PROJECT AS WELL AS THE CONTRACTOR’S RESPONSIBILITIES.

THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF WORKING DRAWINGS, EQUIPMENT, AND

CALCULATIONS TO THE OWNER’S REPRESENTATIVE AND AHJ FOR REVIEW AND APPROVAL

PRIOR TO FABRICATION AND INSTALLATION WITH THEIR ENGINEERS SEAL. UNLESS

SPECIFICALLY NOTED OTHERWISE, THE CONTRACTOR SHALL PERFORM ALL ACCEPTANCE

TESTING IN ACCORDANCE WITH THE APPLICABLE DESIGN CRITERIA AND THE EQUIPMENT

MANUFACTURER’S INSTRUCTIONS.

4) FIRE SPRINKLER CONTRACTOR SHALL COORDINATE ALL SPRINKLER PIPING TO BE

REMOVED AND REPLACED WITH MECHANICAL CONTRACTOR AND COR PRIOR TO DEMOLITION.

5) FIRE SPRINKLER CONTRACTOR SHALL BE REPSONSIBLE FOR DRAINING ALL PENTHOUSE

SPRINKLER PIPING PRIOR TO DEMOLITION. COORDINATE BOTH SYSTEM DRAIN AND FILL

WITH COR.

6) FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION OF ANY

AND ALL PIPING, SPRINKLER HEADS OR PIPE FITTING BEING REMOVED AND RE-INSTALLED

EXISTING LOCATION. COORDINATE ON-SITE STORAGE OF EXISTING SPRINKLER PIPE

WITH COR. REPLACE ALL DAMAGED PIPE AS REQUIRED.

7) FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT

DRAWINGS TO OWNER AND ANY CALCULATIONS REQUIRED BY THE VBA OR AHJ.

8) EXISTING PENTHOUSE SHALL BE CLASSIFIED AS FOLLOWS:

BUILDING OCCUPANCY: OFFICES

CLASSIFICATION: LIGHT HAZARD (NFPA 13 HAZARD CLASSIFICATION TABLE 5.0),

CONFIRM ACTUAL CLASSIFICATION WITH AHJ.

PIPE MATERIAL: PER NFPA13 REQUIREMENTS.

SPACE OCCUPANCY CLASSIFICATIONS: ORDINARY HAZARD (GROUP 1)

MINIMUM SPRINKLER FLOW DENSITY = 0.15 GPM/FT2.

KEY PLAN

N

FIRE SPRINKLER HAZARD

CLASSIFICATION LEGEND

LIGHT HAZARD

ORDINARY HAZARD 1

ORDINARY HAZARD 2

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Benefits

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VETERANS BENEFITS ADMINISTRATION APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

EXP. 04/30/2025

EXP. 12/31/2025

MEP/FIRE PROTECTION ENGINEER

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

DRAWING NUMBER

BUILDING NUMBER

ARCH COA NO. CA-0996

ENGR COA NO. ECA-5426

/2

/2

:2 :3

P

M

FIRE SPRINKLER FLOOR PLAN -

PENTHOUSE LEVEL

DSM 05 OF 15RJS

FINAL CONSTRUCTION DOCUMENTS

AIR HANDLING UNIT

REPLACEMENT (VBA)

10/24/2024

VB3145

VA REGIONAL OFFICE

345 PERRY HILL ROAD,

MONTGOMERY, AL 36109

FX101

SPUR #: 2401

N 1/8" = 1'-0"

FIRE SPRINKLER DEMOLITION FLOOR PLAN - PENTHOUSE LEVEL1N

1/8" = 1'-0"

FIRE SPRINKLER FLOOR PLAN - PENTHOUSE LEVEL2

KEYNOTES

F1 RE-INSTALL EXISTING SPRINKLER PIPING IN EXISTING LOCATION, MATCH EXISTING PIPE SIZES.

REPLACE ALL EXISTING FITTINGS, SPRINKLER HEADS, TEES, ETC. AS REQUIRED.

DEMOLITION KEYNOTES

FD1 REMOVE SECTION OF SPRINKLER PIPING IN FRONT OF EAST LOUVER, INCLUDING BUT NOT

LIMITED TO FITTINGS, SPRINKLER HEADS, TEES, ETC.

FD2 REMOVE SECTION OF SPRINKLER PIPING ABOVE AIR HANDLING UNIT FOR REMOVAL AND

INSTALLATION HVAC EQUIPMENT. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO

FITTINGS, SPRINKLER HEADS, TEES, ETC.

FD3 REMOVE SECTION OF MAIN SPRINKLER PIPING, INCLUDING LOW HANGING AND VERTICAL

RISER FOR REMOVAL AND INSTALLATION HVAC EQUIPMENT. DEMOLITION SHALL INCLUDE

BUT IS NOT LIMITED TO FITTINGS, SPRINKLER HEADS, TEES, ETC.

ORDINARY HAZARD 1 -

ABBREVIATIONS

HVAC PIPING TYPES

GENERAL DUCT SYMBOLS

A/E ARCHITECT / ENGINEER

AAHX AIR TO AIR HEAT EXCHANGER

AB AIR BLENDER

AAV AUTOMATIC AIR VENT

ACC AIR COOLED CONDENSER

ACU AIR CONDITIONING UNIT

AF AFTER FILTER

AFCV AIR FLOW CONTROL VALVE

AFF ABOVE FINISHED FLOOR

AFW AIR FOIL WHEEL (FAN)

AHU AIR-HANDLING UNIT

AMP AMPERAGE

AP ACCESS PANEL

APD AIR PRESSURE DROP

ARI AIR CONDITIONING AND REFRIGERATION

INSTITUTE

AS AIR SEPARATOR

ASME AMERICAN SOCIETY OF MECHANICAL

ENGINEERS

AW AIR WASHER

AXF AXIAL FLOW

B

B BOILER

BD BUTTERFLY DAMPER

BDD BACKDRAFT DAMPER

BFP BACKFLOW PREVENTER

BHP BRAKE HORSEPOWER

BHX BOILER BLOWDOWN HEAT EXCHANGER

BIW BACKWARD INCLINED WHEEL (FAN)

BSC BIOLOGICAL SAFETY CABINETS

BT BLOWOFF TANK

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

C

C CENTIGRADE (CELSIUS)

CC COOLING COIL

CCD COOLING COIL CONDENSATE DRAIN

CENT CENTRIFUGAL

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFT CUBIC FEET

CFP CHEMICAL FEED PUMP

CH CHILLER

CHP CHILLED WATER PUMP

CHW CHILLER WATER

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CI CAST IRON

CM CUBIC METER

CM/S CUBIC METER PER SECOND

CO CARBON MONOXIDE

CO2 CARBON DIOXIDE

COMP COMPRESSOR UNIT

COP COEFFICIENT OF PERFORMANCE

CP CONDENSATE PUMP

CS CONDENSATE STORAGE TANK

CSG CLEAN STEAM GENERATOR

CT COOLING TOWER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CV CONSTANT VOLUME

CW COLD WATER (POTABLE)

CC CHILLED WATER COOLING COIL

CWP CONDENSER WATER PUMP

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

A

F

F FAHRENHEIT

F&T FLOAT AND THERMOSTATIC

FA FREE AREA

FC FLEXIBLE CONNECTION

FCU FAN COIL UNIT

FCUC FAN COIL UNIT COOLING ONLY

FCUH FAN COIL UNIT HEATING ONLY

FCW FORWARD CURVED WHEEL (FAN)

E

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EC EVAPORATIVE COOLER

ECC ENGINEERING CONTROL CENTER

ECU EVAPORATIVE CONDENSER UNIT

EDH ELECTRIC DUCT HEATER

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EGS EMERGENCY GAS SHUTOFF

EGT ENTERING GLYCOL TEMPERATURE

EH EXHAUST HOOD

EJ EXPANSION JOINT

EMD END OF MAIN DRIP (STEAM)

ENT ENTERING

ERC ELECTRIC REHEAT COIL

ERP ELECTRIC RADIANT PANEL

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

ETO ETHYLENE OXIDE

ETR EXISTING TO REMAIN

EUH ELECTRIC UNIT HEATER

EWC EVAPORATIVE WATER COOLER

EWT ENTERING WATER TEMPERATURE

EX. EXISTING

D

DB DECIBELS

Db DRY-BULB TEMPERATURE

DDC DIRECT DIGITAL CONTROLS

DEG DEGREE

DIA DIAMETER

DIW DEIONIZED WATER

DP DEW POINT TEMPERATURE

DPA DIFFERENTIAL PRESSURE ASSEMBLY

DPS DIFFERENTIAL PRESSURE SENSOR

DX DIRECT EXPANSION

FD FIRE DAMPER

FF FINAL FILTER

FHX FLUE GAS/FEEDWATER HEAT EXCHANGER

FM FLOW METER

FOP FUEL OIL PUMP

FOT FUEL OIL TANK

FOHX FUEL OIL HEAT EXCHANGER

FPM FEET PER MINUTE

FPS FEET PER SECOND

FPTU FAN POWERED TERMINAL UNIT

FRP FIBER REINFORCED POLYESTER

FS FLOW SWITCH

FSTAT FREEZESTAT

FT FEET

FT-LB FOOT-POUND

FTR FIN TUBE RADIATION

FV FACE VELOCITY

FSD COMBINATION FIRE / SMOKE DAMPER

G

GA GAUGE

GAL GALLONS

GH GRAVITY HOOD

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPR GAS PRESSURE REGULATOR

GS GALVANIZED STEEL

K kg KILOGRAM kg/HR KILOGRAM PER HOUR kPa KILOPASCAL kW KILOWATT kWh KILOWATT HOUR

J

J INTENTIONALLY LEFT BLANK

I/O INPUT/OUTPUT

IAQ INDOOR AIR QUALITY

IBT INVERTED BUCKET TRAP

ICF IN-LINE CENTRIFUGAL FAN

ID INSIDE DIAMETER

IFB INTEGRAL FACE AND BYPASS

IN INCHES

IN HG INCHES OF MERCURY

IN WC INCH WATER COLUMN

IN WG INCH WATER GAUGE

IN-LB INCH-POUND

IPLV INTEGRATED PART LOAD VALUE

IRH INFRARED HEATER

IS INSECT SCREEN

IU INDUCTION UNIT

IV INLET VANES

H

HU HUMIDIFIER

H&CW HOT & COLD WATER

HAC HOUSEKEEPING AID CLOSET

HB HOSE BIBB

HC HEATING COIL

HD HEAD

HOA HAND/OFF/AUTOMATIC

HP HEAT PUMP

HP HORSEPOWER

HPDT HIGH PRESSURE DRIP TRAP

HPC HIGH PRESSURE STEAM CONDENSATE RETURN

HPS HIGH PRESSURE STEAM (61-300 PSIG)

HRC HEAT RECOVERY COIL

HRD HEAT RECOVERY DEVICE

HRP HYDRONIC RADIANT (CEILING) PANEL

HRW HEAT RECOVERY WHEEL

HSTAT HUMIDISTAT

HTM HUMIDIFIER TERMINAL

HUM HUMIDIFIER UNIT MOUNTED

HVU HEATING AND VENTILATING UNIT

HW HOT WATER

HC HOT WATER HEATING COIL

HHP HEATING HOT WATER PUMP

HHR HEATING HOT WATER RETURN

HHS HEATING HOT WATER SUPPLY

HHUH HOT WATER UNIT HEATER

HX HEAT EXCHANGER

HZ HERTZ

I

L

L LITER

L/h LITERS PER HOUR (OR LITERS/HOUR) L/m LITERS PER MINUTE (OR LITERS/MINUTE) L/s LITERS PER SECOND (OR LITERS/SECOND)

LAT LEAVING AIR TEMPERATURE

LBS/HR POUNDS PER HOUR

LF LINEAR FOOT (FEET)

LGT LEAVING GLYCOL TEMPERATURE

LH LATENT HEAT

LPG LIQUID PROPANE GAS

LPC LOW PRESSURE STEAM CONDENSATE RETURN

CLPC LOW PRESSURE STEAM CONDENSATE (CLEAN)

LLHX LIQUID TO LIQUID HEAT EXCHANGER

LPS LOW PRESSURE STEAM (0-15 PSIG)

CLPS LOW PRESSURE STEAM (CLEAN)

LSD LINEAR SLOT DIFFUSER

LTCP LOCAL TEMPERATURE CONTROL PANEL

LVG LEAVING

LVR LOUVER

LWT LEAVING WATER TEMPERATURE

NOM NOMINAL

NPLV NON-STANDARD PART LOAD VALUE

NPSH NET POSITIVE SUCTION HEAD

NTS NOT TO SCALE

N

NA NOT APPLICABLE

NC NOISE CRITERIA

NG NATURAL GAS

NGFM NATURAL GAS FLOWMETER

NOAA NATIONAL OCEANIC & ATMOSPHERIC

ADMINISTRATION

M

M METER, SI UNIT

M/s METERS PER SECOND

(OR METERS/SECOND)

MA MIXED AIR

MAT MIXED AIR TEMPERATURE

MAU MAKE-UP AIR UNIT

MAV MANUAL AIR VENT

MAX MAXIMUM

MB MIXING BOX

MBH 1000 BTUH

MCA MINIMUM BRANCH CIRCUIT AMPACITY

MERV MINIMUM EFFICIENCY REPORTING VALUE

MH MANHOLE

MHP MOTOR HORSEPOWER

MIN MINIMUM

MM MILLIMETER

MOV MOTOR OPERATED VALVE

MPC MEDIUM PRESSURE STEAM CONDENSATE

RETURN

MPS MEDIUM PRESSURE STEAM (16-60 PSIG)

MTD MEAN TEMPERATURE DIFFERENCE

MVD MANUAL VOLUME DAMPER

MZ MULTI-ZONE

P

P PUMP

PA PASCAL

PC PUMPED CONDENSATE

PCF POUNDS PER CUBIC FOOT (FEET)

PD PRESSURE DROP

PF PRE-FILTER

PG PRESSURE GAGE

PGW PROPYLENE GLYCOL-WATER (SOLUTION)

PHC PREHEAT COIL

PPM PARTS PER MILLION

PRS PRESSURE REGULATING (VALVE) STATION

PRV PRESSURE REGULATING VALVE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH – ABSOLUTE

PSIG POUNDS PER SQUARE INCH – GAGE

PSS PRIMARY SECONDARY SYSTEM

PSV PRESSURE SAFETY VALVE

PTAC PACKAGED TERMINAL AIR CONDITIONER

O

OA OUTSIDE AIR

OAI OUTSIDE AIR INTAKE

OD OUTSIDE DIAMETER

OFM OIL FLOWMETER

OSD ORGANIC SOIL FILTER

Q

Q INTENTIONALLY LEFT BLANK

T&PCV TEMPERATURE AND PRESSURE

CONTROL VALVE

TAB TESTING, ADJUSTING, BALANCE

TD TEMPERATURE DIFFERENCE

TDH TOTAL DYNAMIC HEAD

TDS TOTAL DISSOLVED SOLIDS

TG TRANSFER GRILLE

TP TRAP

TSP TOTAL STATIC PRESSURE

TSTAT THERMOSTAT

TU TERMINAL UNIT

TWU THRU-WALL UNIT

SA SUPPLY AIR

SAD SOUND ATTENUATING DEVICE

SAT SUPPLY AIR TEMPERATURE

SC SHADING COEFFICIENT

SCFM STANDARD CUBIC FEET PER MINUTE

SCR SILICON CONTROLLED RECTIFIER

DSD DUCT SMOKE DETECTOR

SD SMOKE DETECTOR

SEN SENSIBLE HEAT

SF SUPPLY FAN

SH STEAM HUMIDIFIER

SHC STEAM HEATING COIL

SI SQUARE INCHES

SP STATIC PRESSURE

SP GR SPECIFIC GRAVITY

SPS STATIC PRESSURE SENSOR

SQ FT SQUARE FOOT (FEET)

SS STAINLESS STEEL

SSHX STEAM TO STEAM HEAT EXCHANGER

SSR SOLID SEPARATOR

ST STEAM TRAP

SUH STEAM UNIT HEATER

SVS STEAM VENT SILENCER

SWHX STEAM TO WATER HEAT EXCHANGER

R

R/E RETURN OR EXHAUST

RA RETURN AIR

RAD REFRIGERANT AIR DRYER

RAF RADIO FREQUENCY

RAHX ROTARY AIR HEAT EXCHANGER

RAT RETURN AIR TEMPERATURE

RCCH REMOTE CONDENSER CHILLER

RCU RECIPROCATING CHILLER UNIT

RD REFRIGERANT DISCHARGE

REA RELIEF AIR

RF RETURN FAN

RH RELATIVE HUMIDITY

RHC REHEAT COIL

RHG REFRIGERANT HOT GAS

RL REFRIGERANT LIQUID LINE

RLA RUN LOAD AMPERE

RO REVERSE OSMOSIS

RPM REVOLUTIONS PER MINUTE

RS REFRIGERANT SUCTION

RTU ROOF TOP UNIT

RV RELIEF VALVE

T

UC UNDER CUT

UH UNIT HEATER

UL UNDERWRITERS LABORATORY

URV UPBLAST UNIT VENTILATOR

U

X INTENTIONALLY LEFT BLANK

W

W WATTS

WAG WASTE ANESTHESIA GAS

Wb WET-BULB (TEMPERATURE)

WC WATER COOLED

WCCH WATER COOLED CHILLER

WCCU WATER COOLED CONDENSING UNIT

WCHP WATER COOLED HEAT PUMPS

WCPU WATER COOLED PACKAGED UNIT

WF WATER FILTER

WFM WATER FLOWMETER

WG WATER GAGE

WPD WATER SIDE PRESSURE DROP

V VALVE

VAF VANE-AXIAL FAN

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER (MANUAL OPPOSED BLADE)

VFD VARIABLE FREQUENCY DRIVE

VI VIBRATION ISOLATOR

VIV VARIABLE INLET VANES

VP VACUUM PUMP

VPS VARIABLE PRIMARY SYSTEM

VR VACUUM (STEAM CONDENSATE) RETURN

VSD VARIABLE SPEED DRIVE

VUH VERTICAL UNIT HEATER

X

V

GENERAL NOTES:

A. MECHANICAL PLANS AND SECTIONS ARE INTENDED TO ACCURATELY ILLUSTRATE THE

SCOPE OF WORK BUT ARE STILL DIAGRAMMATIC IN NATURE.

B. MECHANICAL DRAWINGS DO NOT SHOW ALL ACCESSORIES TO BE INSTALLED. THE

CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL SYSTEMS ARE FULLY

FUNCTIONAL AND COMPLIANT WITH APPLICABLE CODES.

C. THE EXISTING CONDITIONS DEPICTED IN THESE PLANS ARE BASED ON AS-BUILT

DOCUMENTATION AND INFORMATION OBTAINED FROM FIELD SURVEYS AND ARE AS

ACCURATE AS POSSIBLE. DUE TO OBSTRUCTIONS, CEILINGS, ETC., NOT ALL CONDITIONS

COULD BE VERIFIED. THE CONTRACTOR SHALL SURVEY THE SITE PRIOR TO BID AND

NOTIFY THE ARCHITECT/ENGINEER OF ANY CONFLICTS, OBSTRUCTIONS, OR

INCONSISTENCIES PREVENTING INSTALLATION OF THE MECHANICAL SYSTEM.

D. ALL EXPOSED UNINSULATED PIPING SHALL BE PAINTED PER THE SPECIFICATION SECTION

"PAINTING".

E. COORDINATE FAN COIL (FCU) AND TERMINAL UNIT (TU/VAV/CV) REHEAT COIL RIGHT OR

LEFT HAND COIL CONNECTIONS WITH PIPING PLANS.

F. ALL FLUE AND COMBUSTION AIR PIPING FROM GAS-FIRED EQUIPMENT SHALL BE SIZED BY

THE GAS-FIRED EQUIPMENT MANUFACTURER BASED ON THE SPECIFIC PIPE ROUTING AND

ELEVATIONS FOR THIS PROJECT. REFER TO MANUFACTURERS INSTALLATION MANUAL AND

LOCAL CODE REQUIREMENTS FOR REQUIRED FLUE AND COMBUSTION AIR PIPING

MATERIALS.

G. PROVIDE VIBRATION ISOLATION FOR ALL MECHANICAL EQUIPMENT TO PREVENT

TRANSMISSION OF VIBRATION TO BUILDING STRUCTURE.

H. PROVIDE VIBRATION ISOLATORS FOR ALL PIPING SUPPORTS CONNECTED TO AND WITHIN

50' OF ISOLATED EQUIPMENT (EXCEPT AT BASE ELBOW SUPPORTS AND ANCHOR POINTS)

THROUGHOUT MECHANICAL EQUIPMENT ROOMS. DO THE SAME FOR SUPPORTS OF STEAM

MAINS WITHIN 50' OF BOILER OR PRESSURE REDUCING VALVES.

I. COORDINATE CONSTRUCTION OF ALL MECHANICAL WORK WITH ARCHITECTURAL,

STRUCTURAL, CIVIL, ELECTRICAL WORK, ETC., SHOWN ON OTHER CONTRACT DOCUMENT

DRAWINGS.

J. MAINTAIN A MINIMUM OF 6′-8″ CLEARANCE TO UNDERSIDE OF PIPES, DUCTS, CONDUITS,

SUSPENDED EQUIPMENT, ETC., THROUGHOUT ACCESS ROUTES IN MECHANICAL ROOMS.

K. ALL TESTS SHALL BE COMPLETED BEFORE ANY MECHANICAL EQUIPMENT OR PIPING

INSULATION IS APPLIED.

L. LOCATE ALL TEMPERATURE, PRESSURE, AND FLOW MEASURING DEVICES IN ACCESSIBLE

LOCATIONS WITH STRAIGHT SECTION OF PIPE OR DUCT UP AND DOWNSTREAM AS

RECOMMENDED BY THE MANUFACTURER FOR GOOD ACCURACY.

M. COORDINATE ALL EQUIPMENT CONNECTIONS WITH MANUFACTURERS CERTIFIED

DRAWINGS. COORDINATE AND PROVIDE ALL DUCT AND PIPING TRANSITIONS REQUIRED

FOR FINAL EQUIPMENT CONNECTIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND

COORDINATE ALL DUCT AND PIPING DIMENSIONS BEFORE FABRICATION.

CWR

CWS

CD

LPC

LPS

MPC

MPS

HPC

HPS

CONDENSATE DRAIN

CONDENSER WATER SUPPLY

CONDENSER WATER RETURN

HIGH PRESSURE STEAM CONDENSATE

HIGH PRESSURE STEAM SUPPLY

MEDIUM PRESSURE STEAM CONDENSATE

MEDIUM PRESSURE STEAM SUPPLY

LOW PRESSURE STEAM CONDENSATE

LOW PRESSURE STEAM SUPPLY

VACUUM RETURN

FEEDWATER PUMP DISCHARGE

FEEDWATER PUMP SUCTION

VR

CONTINUOUS BLOWDOWN

CHEMICAL FEED

BOILER BLOWOFF BO

CF

CBD

FWPD

FWPS

A. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO

INSTALL COMPLETE AND OPERABLE PIPING SYSTEMS AS INDICATED ON THE DRAWINGS, AS

SPECIFIED AND AS REQUIRED BY CODE.

B. ELEVATIONS AS SHOWN ON THE DRAWINGS ARE TO THE CENTERLINE OF ALL PRESSURE

PIPING AND TO THE INVERT OF ALL GRAVITY PIPING.

C. MAINTAIN A MINIMUM OF 3′-6″ OF GROUND COVER OVER ALL UNDERGROUND HVAC PIPING

(EDIT DEPTH OF GROUND COVER TO SUIT FROST LINE DEPTH AND PROJECT

REQUIREMENTS).

D. UNLESS OTHERWISE NOTED, ALL CHILLED WATER AND HEATING WATER PIPING SHALL BE

3/4" SIZE (EDIT SYSTEM TYPE OR PIPE SIZE TO SUIT PROJECT REQUIREMENTS).

E. PROVIDE AN AIR VENT AT THE HIGH POINT OF EACH DROP IN THE HEATING WATER, CHILLED

WATER, AND OTHER CLOSED WATER PIPING SYSTEMS (EDIT SYSTEM TYPES TO SUIT

PROJECT REQUIREMENTS). ALL PIPING SHALL GRADE TO LOW POINTS. PROVIDE HOSE END

DRAIN VALVES AT THE BOTTOM OF ALL RISERS AND LOW POINTS.

F. UNLESS OTHERWISE NOTED, ALL PIPING IS OVERHEAD, TIGHT TO UNDERSIDE OF

STRUCTURE OR SLAB, WITH SPACE FOR INSULATION IF REQUIRED.

G. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, UNIONS, TRAPS, FLANGES, AND OTHER

APPURTENANCES REQUIRING ACCESS ARE ACCESSIBLE.

H. ALL VALVES SHALL BE INSTALLED SO THAT VALVE REMAINS IN SERVICE WHEN EQUIPMENT

OR PIPING ON EQUIPMENT SIDE OF VALVE IS REMOVED.

I. ALL BALANCING VALVES AND BUTTERFLY VALVES SHALL BE PROVIDED WITH POSITION

INDICATORS AND MAXIMUM ADJUSTABLE STOPS (MEMORY STOPS).

J. PROVIDE CHAINWHEEL OPERATORS FOR ALL VALVES IN EQUIPMENT ROOMS MOUNTED

GREATER THAN 7′-0″ ABOVE FLOOR LEVEL; CHAIN SHALL EXTEND TO 7′-0″ ABOVE FLOOR

LEVEL.

K. ALL VALVES (EXCEPT CONTROL VALVES) AND STRAINERS SHALL BE FULL SIZE OF PIPE

BEFORE REDUCING SIZE TO MAKE CONNECTIONS TO EQUIPMENT AND CONTROLS.

L. UNIONS AND/OR FLANGES SHALL BE INSTALLED AT EACH PIECE OF EQUIPMENT, IN

BYPASSES, AND IN LONG PIPING RUNS (100' OR MORE) TO PERMIT DISASSEMBLY FOR

ALTERATION AND REPAIRS.

M. PITCH STEAM PIPING DOWNWARD IN THE DIRECTION OF FLOW 1/4" IN 10' (1" IN 40') MINIMUM.

PITCH ALL STEAM RETURN LINES DOWNWARD IN THE DIRECTION OF CONDENSATE FLOW

1/2" PER 10' (1" IN 20') MINIMUM. WHERE LENGTH OF BRANCH LINES ARE LESS THAN 8', PITCH

BRANCH LINES TOWARD MAINS 1/2" PER FOOT MINIMUM.

N. PITCH UP ALL STEAM AND CONDENSATE RUNOUTS TO RISERS AND EQUIPMENT 1/2" PER

FOOT. WHERE THIS PITCH CANNOT BE OBTAINED, RUNOUTS OVER 8' IN LENGTH SHALL BE

ONE SIZE LARGER THAN NOTED.

O. TAP ALL BRANCH LINES FROM TOP OF STEAM MAINS (45° PREFERRED, 90° ACCEPTABLE).

A. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO

INSTALL COMPLETE AND OPERABLE HVAC SYSTEMS AS INDICATED ON THE DRAWINGS, AS

SPECIFIED AND AS REQUIRED BY CODE.

B. CERTAIN ITEMS SUCH AS RISES AND DROPS IN DUCTWORK, ACCESS DOORS, VOLUME

DAMPERS, ETC., ARE INDICATED ON THE CONTRACT DOCUMENT DRAWINGS FOR CLARITY

FOR A SPECIFIC LOCATION REQUIREMENT AND SHALL NOT BE INTERPRETED AS THE

EXTENT OF THE REQUIREMENTS FOR THESE ITEMS.

C. IN CORRIDORS WHERE CEILING SPEAKERS AND AIR DIFFUSERS ARE INDICATED BETWEEN

THE SAME LIGHT FIXTURES, INSTALL BOTH DEVICES AT THE QUARTER POINTS BETWEEN

THE SAME FIXTURE.

D. UNLESS OTHERWISE SHOWN, LOCATE ALL ROOM THERMOSTATS AND HUMIDISTATS 4′-0″

(CENTERLINE) ABOVE FINISHED FLOOR.

E. ALL DUCTWORK SHALL CLEAR DOORS AND WINDOWS.

F. ALL DUCTWORK DIMENSIONS, AS SHOWN ON THE DRAWINGS, ARE INTERNAL CLEAR

DIMENSIONS AND DUCT SIZE SHALL BE INCREASED TO COMPENSATE FOR DUCT LINING

THICKNESS.

G. PROVIDE ALL 90° SQUARE ELBOWS WITH DOUBLE RADIUS TURNING VANES UNLESS

OTHERWISE INDICATED. ELBOWS IN DISHWASHER, KITCHEN, AND LAUNDRY EXHAUST

SHALL BE UNVANED SMOOTH RADIUS CONSTRUCTION WITH A RADIUS EQUAL TO 1.5 TIMES

THE WIDTH OF THE DUCT. PROVIDE ACCESS DOORS UPSTREAM OF ALL ELBOWS WITH

TURNING VANES.

H. COORDINATE DIFFUSER, REGISTER, AND GRILLE LOCATIONS WITH ARCHITECTURAL

REFLECTED CEILING PLANS, LIGHTING, AND OTHER CEILING ITEMS AND MAKE MINOR DUCT

MODIFICATIONS TO SUIT.

I. FIELD ERECTED AND FACTORY ASSEMBLED AIR HANDLING UNIT COILS SHALL BE

ARRANGED FOR REMOVAL FROM THE UPSTREAM SIDE WITHOUT DISMANTLING SUPPORTS.

PROVIDE GALVANIZED STRUCTURAL STEEL SUPPORTS FOR ALL COILS (EXCEPT LOWEST

COIL) IN BANKS OVER TWO COILS HIGH TO PERMIT INDEPENDENT REMOVAL OF ANY COIL.

J. ALL AIR HANDLING UNITS SHALL OPERATE WITHOUT MOISTURE CARRYOVER.

K. LOCATE ALL MECHANICAL EQUIPMENT (SINGLE DUCT, DUAL DUCT, VARIABLE VOLUME,

CONSTANT VOLUME AND FAN POWERED BOXES, FAN COIL UNITS, CABINET HEATERS, UNIT

HEATERS, UNIT VENTILATORS, COILS, STEAM HUMIDIFIERS, ETC.) FOR UNOBSTRUCTED

ACCESS TO UNIT ACCESS PANELS, CONTROLS AND VALVING.

L. FINNED TUBE RADIATION ENCLOSURES SHALL BE WALL TO WALL UNLESS OTHERWISE

INDICATED.

M. PROVIDE FLEXIBLE CONNECTIONS IN ALL DUCTWORK SYSTEMS (SUPPLY, RETURN, AND

EXHAUST) CONNECTED TO AIR HANDLING UNITS, FANS, AND OTHER EQUIPMENT WHICH

REQUIRE VIBRATION ISOLATION. FLEXIBLE CONNECTIONS SHALL BE PROVIDED AT THE

POINT OF CONNECTION TO THE EQUIPMENT UNLESS OTHERWISE INDICATED.

PIPING GENERAL NOTES: HVAC/SHEET METAL GENERAL NOTES:

EXISTING TO BE DEMOLISHED

LIMIT OF DEMOLITION

CONNECT NEW TO EXISTINGEXISTING TO REMAIN

NEW DUCT (INSIDE DIMENSIONS: W" X D")

RS

RL

REFRIGERANT SUCTION

REFRIGERANT LIQUID

SUPPLY AIR DUCT UP

SUPPLY AIR DUCT DOWN

H

T

H

T

26-P-3

MH-100

PUMP NO. 3 IN BUILDING NO. 26

EQUIPMENT ABBREVIATION (PUMP)

DETAIL NUMBER

SHEET NUMBER

SHEET NUMBER

SECTION NUMBER

THERMOSTAT

HUMIDISTAT

TEMPERATURE SENSOR

HUMIDITY SENSOR

BUILDING NUMBER WHERE EQUIPMENT IS LOCATED

26-TU-1-1

ITEM NUMBER (TERMINAL UNIT NO. 1)

ITEM (TERMINAL UNIT)

BUILDING NUMBER WHERE EQUIPMENT IS LOCATED

SERVED BY AIR HANDLER UNIT NO. 1

TERMINAL UNIT TAG

MECHANICAL EQUIPMENT TAG

1 OWNER FURNISHED, CONTRACTOR

INSTALLED EQUIPMENT DESIGNATION

EXISTING TO BE DEMOLISHED

EXISTING TO REMAIN

NEW PIPE

CONNECT NEW TO EXISTING

LIMIT OF DEMOLITION

GENERAL PIPING SYMBOLS

GENERAL ANNOTATIONS

AV

STRAINERFLOAT & THERMOSTATIC

STEAM TRAP

INVERTED BUCKET

STEAM TRAP

FLANGE CONNECTION PIPE DROP

PIPE RISER TEE DOWN

TEE UP

UNION

PRESSURE REDUCING

VALVE

BALL VALVE

ANGLE GLOBE VALVE

SAFETY RELIEF VALVE

GLOBE VALVE

MANUAL OR

AUTOMATIC AIR VENT

EXPANSION JOINT

EJ

PRESSURE AND

TEMPERATURE TEST PLUG

QUICK-COUPLE HOSE

CONNECTOR

FLOW METER

HVAC PIPING SYMBOLS

CHILLED WATER RETURN

CHILLED WATER SUPPLY

CHR

CHS

HEATING HOT WATER RETURN

HEATING HOT WATER SUPPLY

HHR

HHS QV CRYOGEN VENT

DR DRIP RETURN

CAP

REDUCER (ECCENTRIC)

TYPE

AIRFLOW (CFM)

SD-1

TYPE

AIRFLOW (CFM)

RG-1

TYPE

AIRFLOW (CFM)

EG-1

SQUARE TO ROUND TRANSITION

ELBOW WITH TURNING

VANES

ROUND ELBOW

EXHAUST, RELIEF, MAKE UP, OR

OUTSIDE AIR DUCT DOWN

EXHAUST, RELIEF, MAKE UP, OR

OUTSIDE AIR DUCT UP

RETURN DUCT DOWN

RETURN DUCT UP

BRANCH DUCT WITH HIGH EFFICIENCY

TAKE-OFF (HETO) BRANCH FITTING &

MANUAL VOLUME DAMPER

BRANCH DUCT WITH CONICAL

FITTING & MANUAL VOLUME

DAMPER

DAMPERS: (BD, FD, FSD, MD, SD, VD)

BD

XX-XX

ANCHOR

TEEDIRECTION OF FLOW

S

N. CONCRETE HOUSEKEEPING PADS TO SUIT MECHANICAL EQUIPMENT SHALL BE SIZED AND

LOCATED BY THE MECHANICAL CONTRACTOR. MINIMUM CONCRETE PAD THICKNESS SHALL

BE 4". PAD SHALL EXTEND BEYOND THE EQUIPMENT A MINIMUM OF 4" ON EACH SIDE.

CONCRETE HOUSEKEEPING PADS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. IT

SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO COORDINATE SIZE

AND LOCATION OF CONCRETE HOUSEKEEPING PADS.

O. WHEN MECHANICAL WORK (HVAC, PLUMBING, SHEET METAL, ETC.) IS SUB-CONTRACTED, IT

SHALL BE THE MECHANICAL CONTRACTOR’S RESPONSIBILITY TO COORDINATE

SUBCONTRACTORS AND THE ASSOCIATED CONTRACTS. WHEN DISCREPANCIES ARISE

PERTAINING TO WHICH CONTRACTOR PROVIDES A PARTICULAR ITEM OF THE MECHANICAL

CONTRACT OR WHICH CONTRACTOR PROVIDES FINAL CONNECTIONS FOR A PARTICULAR

ITEM OF THE MECHANICAL CONTRACT, IT SHALL BE BROUGHT TO THE ATTENTION OF THE

MECHANICAL CONTRACTOR, WHOSE DECISION SHALL BE FINAL.

P. THE LOCATIONS OF ALL ITEMS SHOWN ON THE DRAWINGS OR CALLED FOR IN THE

SPECIFICATIONS THAT ARE NOT DEFINITELY FIXED BY DIMENSIONS ARE APPROXIMATE

ONLY. THE EXACT LOCATIONS NECESSARY TO SECURE THE BEST CONDITIONS AND

RESULTS MUST BE DETERMINED BY THE PROJECT SITE CONDITIONS AND SHALL HAVE THE

APPROVAL OF THE ENGINEER BEFORE BEING INSTALLED. DO NOT SCALE DRAWINGS.

Q. ALL MISCELLANEOUS STEEL REQUIRED TO ENSURE PROPER INSTALLATION AND AS SHOWN

IN DETAILS FOR PIPING, DUCTWORK, AND EQUIPMENT (UNLESS OTHERWISE NOTED) SHALL

BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR.

R. PROVIDE ACCESS PANELS FOR INSTALLATION IN WALLS AND CEILINGS WHERE…