SITE PREPARATION FOR MRI #2

CAMPUS AERIAL

AREA OF WORK

AREA MAP

US 64

BOARDER AVE

RAIL LINEAIRPORT

US 62

JCMVAMC

N 4

0TH

ST

PROJECT LOCATION

three inches = one foot

6"

one and one half inches = one foot

06"

1

one inch = one foot

06"

2

three quarters inch = one foot

02

6"

one half inch = one foot

04

three eighths inch = one foot

04

one quarter inch = one foot

04

8

one eighth inch = one foot

04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA Health Care System Approval:

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREETOklahoma City, OK 73109(405) 842-6100

OK ARCH NO. CA. 2295, EXP. 06/30/2022OK ENGR NO. CA. 7127, EXP. 06/30/2022

STRUCTURAL / CIVIL ENGINEER

KFC ENGINEERING525 CENTRAL PARK DR, SUITE 202OKLAHOMA CITY, OK 73120(405) 528-4596

MECHANICAL / ELECTRICAL / PLUMBING / TECHNICAL ENGINEER

SPUR DESIGN11020 KING STREET, SUITE 350OVERLAND PARK, KS 66210(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.19910 WEST 161ST STREETOLATHE, KANSAS 66062(913) 829-8690

FU

LL

Y S

PR

INK

LE

RE

D

1/2

2/2

02

1 9

:10:0

0 A

M

60-G-000

COVER SHEET

ECO

60

1 52BKM

ORIGINAL CONTRACT DRAWINGS

SITE PREPARATION FOR MRI #2VA PROJECT NUMBER: 623-CSI-103

SITE PREPARATION FOR MRI #2

12/22/2021

623-CSI-103

1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302

JACK C. MONTGOMERY VA MEDICAL CENTER



SHEET INDEX

NUMBER SEQUENCE NAME

[01] GENERAL

60-G-000 1 COVER SHEET

60-G-001 2 GENERAL INFORMATION

60-G-010 3 PARTITION TYPES

60-G-011 4 LIFE SAFETY PLANS

[02] STRUCTURAL

60-S-100 5 GENERAL NOTES

60-S-101 6 GENERAL NOTES

60-S-102 7 STATEMENT OF SPECIAL INSPECTIONS

60-S-103 8 TYPICAL DETAILS

60-S-200 9 FOUNDATION PLAN

60-S-300 10 FRAMING PLAN

60-S-500 11 FOUNDATION SECTIONS & DETAILS

60-S-600 12 FRAMING SECTIONS & DETAILS

[03] ARCHITECTURAL

60-AD-101 13 ARCHITECTURAL DEMOLITION FLOOR PLAN

60-AE-201 14 ARCHITECTURAL FLOOR PLAN

60-AE-202 15 ARCHITECTURAL EQUIPMENT PLAN

60-AE-301 16 ARCHITECTURAL REFLECTED CEILING PLAN

60-AE-401 17 ARCHITECTURAL ROOF PLAN

60-AE-701 18 ARCHITECTURAL BUILDING SECTIONS

60-AE-801 19 ARCHITECTURAL FINISH FLOOR PLAN & FINISH SHCEDULES

60-AE-901 20 DOOR & WINDOW SCHEDULE

[04] FIRE PROTECTION

60-FA001 21 FIRE ALARM GENERAL NOTES, RISER, AND MATRIX

60-FA101 22 FIRE ALARM FLOOR PLAN

60-FX101 23 FIRE SUPPRESSION FLOOR PLAN

[05] PLUMBING

60-P-000 24 PLUMBING SYMBOLS & ABBREVIATIONS

60-PLD-101 25 PLUMBING WASTE DEMOLITION FLOOR PLAN

60-PPD-101 26 PLUMBING SUPPLY DEMOLITION FLOOR PLAN

60-PL-101 27 PLUMBING WASTE FLOOR PLAN

60-PP-101 28 PLUMBING SUPPLY FLOOR PLAN

60-PJ-101 29 PLUMBING MEDICAL GAS FLOOR PLAN

60-P-501 30 PLUMBING DETAILS

60-P-601 31 PLUMBING SCHEDULES

[06] MECHANICAL

60-M-000 32 MECHANICAL SYMBOLS & ABBREVIATIONS

60-MHD-101 33 MECHANICAL HVAC DEMOLITION FLOOR PLAN

60-MPD-101 34 MECHANICAL PIPING DEMOLITION FLOOR PLAN

60-MH-101 35 MECHANICAL HVAC FLOOR PLAN

60-MP-101 36 MECHANICAL PIPING FLOOR PLAN

60-M-102 37 MECHANICAL ROOF PLAN

60-M-501 38 MECHANICAL DETAILS

60-M-502 39 MECHANICAL DETAILS

60-M-601 40 MECHANICAL SCHEDULES

60-M-701 41 MECHANICAL CONTROLS

60-M-702 42 MECHANICAL CONTROLS

[07] ELECTRICAL

60-E-000 43 ELECTRICAL SYMBOLS & ABBREVIATIONS

60-EPD-101 44 ELECTRICAL DEMOLITION POWER PLAN

60-EPD-102 45 ELECTRICAL DEMOLITION LIGHTING PLAN

60-EP-101 46 ELECTRICAL POWER FLOOR PLAN

60-EP-102 47 ELECTRICAL LIGHTING PLAN

60-EP-103 48 ELECTRICAL DATA FLOOR PLAN

60-EP-104 49 ELECTRICAL POWER PLANS

60-EPD-601 50 EXISTING PARITIAL ONE-LINE DIAGRAM

60-EP-601 51 NEW PARITIAL ONE-LINE DIAGRAM

60-EP-602 52 ELECTRICAL SCHEDULES AND DETAILS

TOTAL SHEETS: 52

N

ABBREVIATIONS CODES STANDARDS & EXECUTIVE ORDERS

4'-0

" M

AX

3'-4

" M

AX

1. GENERAL CONTRACTOR TO PROVIDE METAL SUPPORT BLOCKING FOR ALL WALL MOUNTED ACCESSORIES, FIXTURES, & EQUIPMENT. SUPPORT BRACKETS TO BE PLACED AT ALL OPEN COUNTERTOPS - 18"-24" ON CENTER.

2. SPECIFIED MAXIMUMS ARE MEASURED FROM AFTER FINISHED FLOOR TO THE OPERABLE PART OF THE FIXTURE.

3. FIXTURES SHOWN ARE REPRESENTATIONAL ONLY. NOT ALL FIXTURES MAY BE USED. REFER TO SPECIFICATIONS FOR FIXTURE TYPES USED IN THIS PROJECT.

4. GRAB BARS ARE REQUIRED IN ALL VA TOILET STALLS.

TOILET ROOM TURNING RADIUS

DRINKING FOUNTAINPAPER TOWEL

DISPENSER

SANITARY NAPKIN DISPENSER

4'-0

" M

AX

WASTE RECEPTACLE

4'-0

" M

AX

SOAP DISPENSER

3'-0

" M

AX

1'-6" MIN

WALL

4'-0

" M

AX

WALL HOOK

7'-6

"

CLOCK

FFE

3'-6

" M

AX

FIRE EXTINGUISHER CABINET

WEIGHT > 40LBS

5'-0

" M

AX


WEIGHT < 40LBS

4'-0

" M

AX

4'-0

" M

AX

TOILET SEAT COVER

DISPENSER

BABY CHANGING STATION

CLEAR FLOOR SPACE @ WATER CLOSET

5'-6"

6'-0

"

2'-6"

4'-0

"

2'-6"

4'-0

"

HANDRAILS &BUMPERGUARDS

FIXTURE MOUNTING HEIGHTS AND CLEARANCES

18" MIN

60"

MIN

FRONT APPROACH, PULL SIDE

36" MIN

60"

MIN

HINGE APPROACH, PULL SIDE

HINGE APPROACH, PULL SIDE

*12" MIN

60"

MIN

FRONT APPROACH, PUSH SIDE

**42

" M

IN

HINGE APPROACH, PUSH SIDE

22" MIN 24" MIN

*48"

MIN

LATCH APPROACH, PULL SIDE

24" MIN*42"

MIN

LATCH APPROACH, PUSH SIDE

*IF BOTH CLOSER & LATCH ARE PROVIDED

*54" MIN IF CLOSER IS PROVIDED

*48" IF CLOSER IS PROVIDED

FRONT APPROACH, PUSH SIDE

48"

MIN

42" MIN

54"

MIN

DOOR & 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 & USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT & BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY ST&ARDS, BOTH DOMESTIC & INTERNATIONAL, WHENEVER FEASIBLE, & TO PARTICIPATE IN VOLUNTARY ST&ARD BODIES.

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

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD ST&ARD APPLICATION GUIDE, & OTHER GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

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

• NFPA 101 LIFE SAFETY CODE (SEE NOTES BELOW)

• NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000 & NFPA 900

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

• VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• NATIONAL ELECTRICAL CODE (NEC)

• INTERNATIONAL PLUMBING CODE (IPC)

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

• ASME BOILER & PRESSURE VESSEL CODE

• ASME CODE FOR PRESSURE PIPING

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

• ANSI ICC A117.1

• BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE & COMMENTARY (ACI 318)

• MANUAL OF STEEL CONSTRUCTION, LOAD & RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• DOE INTERIM FINAL RULE: ENERGY CONSERVATION ST&ARDS FOR NEW FEDERAL, COMMERCIAL & MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS & NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 & 435.

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

• EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL, ENERGY, & TRANSPORTATION MANAGEMENT.

• THE PROVISIONS FOR CONSTRUCTION & SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 01010 OF THE VA MASTER CONSTRUCTION SPECIFICATION.

• VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1- 2004.

• SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15 – 2007.

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

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY & FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT & VENTILATION, & ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 & 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 & 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 & ST&ARDS & VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS & VA ADOPTED NATIONALLY RECOGNIZED CODES & 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 - 2016 EDITION

BUILDING LOCATION: MUSKOGEE, OKCLIMATE ZONE (TABLE ANNEX 1-1): ZONE 4A

INTERIOR DESIGN CONDITIONS:THE INTERIOR DESIGN TEMPERATURES FOR HEATING & COOLING AS DEPICTED IN THE PROJECT DESIGN CONDITIONS SCHEDULE IN THE MECHANICAL CONTROL DRAWINGS SHALL BE THE MAXIMUM & MINIMUM VALUES FOR THE ASSOCIATED TEMPERATURE CONTROL ZONES.

BUILDING ENVELOPE REQUIREMENTS (5.5 )

OPAQUE THERMAL ENVELOPE REQUIREMENTS (TABLE 5.5-4):

ROOFS REQUIRED DESIGNEDINSULATION: R-30 c.i. EXISTINGMETAL BUILDINGS: R-19 + R-11 Ls or R-25 + R-8 Ls N/AATTIC & OTHER: R-49 N/A

WALLS, ABOVE GRADEMASS: R-9.5 c.i. N/AMETAL BUILDING: R-0 + R-15.8 c.i. N/ASTEEL-FRAMED: R-13 + R-7.5 c.i. EXISTINGWOOD-FRAMED & OTHER: R-13 + R-3.8 c.i. or R-20 N/A

WALL, BELOW GRADEBELOW-GRADE WALL: R-7.5 c.i. EXISTING

FLOORSMASS: R-14.6 c.i. N/ASTEEL-FRAMED: R-30 EXISTINGWOOD-FRAMED & OTHER R-30 N/A

SLAB-ON-GRADE FLOORSUNHEATED SLABS: R-15 FOR 24 in. R-15 FOR 24 in.HEATED SLABS: R-20 for 24 in. N/A

OPAQUE DOORSSWINGING: U-0.370 U-0.370NONSWINGING: U-0.310 N/A

FENESTRATION (TABLE 5.5-4):

VERTICAL FENESTRATION, U-FACTORNON-METAL FRAMING (ALL): 0.31 N/AMETAL FRAMING, FIXED: 0.38 0.38METAL FRAMING, OPERABLE: 0.46 N/AMETAL FRAMING ENTRANCE DOOR: 0.68 N/A

DEFINITIONS: c.i. = CONTINUOUS INSULATIONNR = NO (INSULATION) REQUIREMENTN/A = NOT APPLICABLE

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, & REPORT ANY DISCREPANCIES TO THE ARCHITECT. DO NOT SCALE THE DRAWINGS. FIELD VERIFY ALL DIMENSIONS & EXISTING STRUCTURAL CONDITIONS.

3. ALL AREAS NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT SHALL BE KEPT CLEAN & FREE OF OBSTRUCTIONS AT ALL TIMES.

4. ERECT BARRICADES & WARNING SIGNS TO DIVERT & WARN PASSERS-BY OF THE CONSTRUCTION WORK. PROVIDE DUST PROOFING ENCLOSURES TO SEPARATE WORK AREAS FROM THE EXISTING FACILITIES.

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

6. PROVIDE PROTECTION FOR ALL EXISTING SURFACES & CONDITIONS TO REMAIN IN PLACE DURING THE SCOPE OF WORK. SHOULD ANY DAMAGE OCCUR, PATCH & 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 & SUBCONTRACTORS ARE REQUIRED TO COORDINATE WITH OTHER DISCIPLINES TO INSTALL COMPLETE & OPERATIONAL SYSTEMS. DRAWINGS, AS A WHOLE, REPRESENT A COMPLETE SET & DEPICT REQUIREMENTS FOR COMPLETE & OPERATIONAL SYSTEMS. INDIVIDUAL DRAWINGS MAY NOT DEPICT COMPLETE & ACCURATE INFORMATION TO COORDINATE COMPLETE & OPERATIONAL SYSTEMS, BUT DO SO AS AN ENTIRE DOCUMENT TO BE REFERENCED WITH OTHER INDIVIDUAL DRAWINGS. CONTRACTOR & SUBCONTRACTORS ARE REQUIRED TO REFERENCE OTHER SHEETS & SPECIFICATIONS AS AN ENTIRE SET OF CONSTRUCTION DOCUMENTS THAT REFLECT WORK REQUIRED TO ACHIEVE A COMPLETE & OPERATIONAL GOAL. LACK OF COORDINATION & REVIEW OF DRAWINGS & SPECIFICATIONS AS AN ENTIRE DOCUMENT TO INSTALL COMPLETE & OPERATIONAL SYSTEMS, BEING OBVIOUS & TYPICAL INDUSTRY STANDARD, IDENTIFIED IN THE DRAWINGS & 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, & 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 & SHALL BE PERFORMED AS DIRECTED BY THE COR. MAJOR INTERRUPTIONS SHALL BE COORDINATED WITH OTHER MAJOR INTERRUPTIONS & MAY NOT BE SCHEDULED FOR ONE DISCIPLINE MORE THAN TWICE THROUGHOUT THE OVERALL CONSTRUCTION SCHEDULE UNLESS REQUESTED IN WRITING & APPROVED BY THE COR. CONTRACTOR WILL BE ADVISED, IN WRITING, OF APPROVAL OF REQUEST, OR OF WHICH OTHER DATE &/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 & 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.

GENERAL NOTES

AREA NAME150 SF

A101

A101

1SIM

1023A

00.0

A101

1

1 1

1

A101

1

LEVEL NAME00'-00"

00'-00"

4B

3A

ROOM NAME000A

150 SF

/1 A101

X0000

6"

3'-0

" M

AX

ROOM TAG

AREA TAG

SPECIALTY EQUIPMENT TAG

DOOR TAG

KEYED NOTE TAG

WALL TAG

WINDOW TAG

A101

1SIM

1

A101

SIM

AACST ACOUSTICADA AMERICANS WITH DISABILITIES ACTADDL ADDITIONALADDN ADDITIONADJ ADJACENT, ADJOINING, OR ADJUSTABLEADMIN ADMINISTRATIONAE ARCHITECT/ENGINEERAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAHJ AUTHORITY HAVING JURISDICTIONAIA AMERICAN INSTITUTE OF

ARCHITECTSALT ALTERNATEALT NO ALTERNATE NUMBERAMT AMOUNTAPPROX APPROXIMATEAR AS REQUIREDARCH ARCHITECTASC ABOVE SUSPENDED CEILINGAVG AVERAGE

BBD BOARDBLDG BUILDING BLKG BLOCKINGBLT IN BUILT-INBOS BOTTOM OF STEELBOT BOTTOMBRKT BRACKETBTWN BETWEEN

CCAB CABINETCAV CAVITYCD CONSTRUCTION DOCUMENTSCFM CUBIC FEET PER MINUTECFS CUBIC FEET PER SECONDCIP CAST-IN-PLACECJ CONTROL JOINTCL CENTER LINECLG CEILINGCLG HT CEILING HEIGHTCLR COLORCOL COLUMNCOMM COMMUNICATIONCONC CONCRETECONT CONTINUOUSCOORD COORDINATECP CONTRACTOR PROVIDEDCP/CI CONTRACTOR PROVIDED /

CONTRACTOR INSTALLEDCSWK CASEWORKCTR CENTERCU FT CUBIC FEET

DDBL DOUBLEDEMO DEMOLITIONDEPT DEPARTMENTDET DETAILDIA DIAMETERDIR DIRECTIONDIST DISTANCEDOC DOCUMENTDR DOOR

EEA EACHEJ EXPANSION JOINTEL ELEVATIONELEV ELEVATORENTR ENTRANCEEQ EQUALEXP EXPOSEDEXT EXTERIOR

FFED FEDERALFF FINISH FACEFF EL FINISH FLOOR ELEVATIONFIN FINISHFIN BS FINISH BOTH SIDESFIN FLR FINISH FLOORFIN GR FINISH GRADEFIXT FIXTUREFLDG FOLDINGFLEX FLEXIBLEFLG FLOORINGFLMT FLUSH MOUNTFLR FLOORFOC FACE OF CONCRETEFOM FACE OF MASONRYFR FIRE RESISTANTFT FEETFTG FOOTING

GGR FL GROUND FLOOR

HHDW HARDWAREHEPA HIGH EFFICIENCY

PARTICULATE AIR (FILTER)HORIZ HORIZONTALHT HEIGHT

IIBC INTERNATIONAL BUILDING

CODE INSUL INSULATIONINT INTERIORILO IN LIEU OF

LLAV LAVATORYLBS POUNDLDG LANDINGLF LINEAR FEET (FOOT)LIN LINEARLOC LOCATIONLT LIGHTLVR LOUVER

MMATL MATERIALMAX MAXIMUMMECH MECHANICALMEMB MEMBRANEMFR MANUFACTURERMID MIDDLEMIL STD MILITARY STANDARDMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMOD MODIFYMTG MOUNTINGMTL METALMVBL MOVABLE

NNA NOT APPLICABLENIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALE

OOA OVERALLOC ON CENTEROD OUTSIDE DIAMETEROPNG OPENINGOPP OPPOSITEOPR OPERABLEORIG ORIGINAL

P PA PUBLIC ADDRESS PCF POUNDS PER CUBIC FOOT PCT PERCENT PERF PERFORATED PERIM PERIMETER PL PROPERTY LINE PLBG PLUMBING PNL PANEL PR PAIR PRKG PARKING PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PWR POWER

Q QTY QUANTITY

R RCP REFLECTED CEILING PLAN REC RECESSED REF REFERENCE REM REMOVABLE REP REPAIR REPL REPLACE REQ REQUIRE REQD REQUIRED RFG ROOFING RM ROOM RO ROUGH OPENING

S SCHED SCHEDULE SF SQUARE FOOT (FEET) SGL SINGLE SIM SIMILAR SJ SCORED JOINT SLNT SEALANT SPEC SPECIFICATION SQ SQUARE SQ IN SQUARE INCH SQ YD SQUARE YARD STD STANDARD STOR STORAGE

T TEL TELEPHONE TEMP TEMPORARY TFF TOP OF FINISH FLOOR TOF TOP OF FOOTING TOM TOP OF MASONRY TOP TOP OF PARAPET TOPO TOPOGRAPHY TOS TOP OF SLAB

UUNO UNLESS NOTED OTHERWISEUTIL UTILITY

VVAR VARIESVC VA PROVIDED / CONTRACTOR INSTALLEDVV VA PROVIDED / VA INSTALLED

WW/ WITHW/O WITHOUTW/C WATER CLOSETWC WHEELCHAIR

XX BRACE CROSS BRACE

REFERENCE SYMBOLS IDENTIFICATION TAGS

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

GRID HEAD & LINE

LEVEL INDICATOR

MATCH LINE & VIEW REFERENCE

NORTH ARROW W/ PROJECT NORTH

SPOT ELEVATION

DETAIL SECTION

**48" MIN IF BOTH CLOSER & LATCH PROVIDED

WALL SECTION

BUILDING SECTION

DETAIL ELEVATION

INTERIOR ELEVATION

BUILDING ELEVATION

1

1 1

1

6'-0"

5'-6"

BARIATRIC TOILET ROOM TURNING RADIUS

CLEAR FLOOR SPACE @ ADA LAVATORY

CLEAR FLOOR SPACE @ ADA DRINKING FOUNTAIN

?

FIBERGLASS BATT INSULATION

MINERAL WOOL INSULATION

EXPANDED POLYSTYRENE INSULATION

EXTRUDED POLYSTYRENE INSULATION

POLYISOCYANURATE INSULATION

SPRAY-APPLIED CLOSED CELL INSULATION

CONCRETE / PRECAST CONCRETE

EARTH / SOIL

SAND, EIFS FINISH, OR PLASTER FINISH

GYPSUM BOARD FINISH

BRICK

CONCRETE MASONRY UNIT

STONE / CAST STONE

GYPSUM BOARD

EXTERIOR SHEATHING BOARD

PLYWOOD

2'-1

0" M

AX

2'-3

" M

IN

1'-6" MIN

6" MAX

9" M

IN

SHOWER LAVATORY WITH MIRROR ON

CENTER

WALL

2'-1

0"O

F R

EF

L EC

TIV

E S

UR

FA

CE

3'-4

" M

AX

. TO

BO

TT

OM

17 MIN

2'-3

" M

IN

2'-9

" M

AX

4'-0

" M

IN

2'-0" MIN

8" MIN

WALL

LAVATORY WITH APRON

1'-5

" M

AX

1'-6" MIN

URINAL

WALL

1'-5"- 1'-7" (AMBULATORY)1'-4"- 1'-6" (WHEELCHAIR)

CLEAR FLOOR

5'-6"

CLEAR FLOOR

6'-0"

3'-0" MIN

2'-9

" -

3'-0

"

MIN

1'-0"

3'-6" MIN MAX1'-0"

4'-6" MIN

1'-5

" -

1'-7

"

1'-6

" M

IN. (

AN

SI I

CC

A11

7.1)

1'-3

" M

IN. (

AD

A/A

BA

)

2'-9

" -

3'-0

"

WALL

WALL

WALL

4"

6"

MIN

2'-0"

6" MAX

7" - 9"

3" -

6"

1'-6

"

11" MIN

17" - 25"

39"- 41"

39"-

41"

18"

MIN


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

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B

C

D

E

F

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B

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Veterans Health

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VA FORM 08-6231


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Drawing # of


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GENERAL INFORMATION

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1. NOT ALL PARTITION TYPES SHOWN HERE MAY BE USED. REFER TO PLANS FOR LOCATION AND TYPES OF EACH PARTITION.

2. PAINT CONTINUOUS 4" TALL, STENCILED LETTERS, ABOVE CEILING, ON BOTH SIDES OF ALL FIRE AND SMOKE WALLS DESIGNATING THE PARTITION RATING INDICATED ON THE LIFE SAFETY PLAN.

3. ALL SUSPENDED WALLS AND PARTITIONS SHALL HAVE GYP. BD. WHICH EXTENDS A MINIMUM OF 6" ABOVE THE SUSPENDED CEILING UNLESS SHOWN AND/OR NOTED OTHERWISE BY THE ARCHITECT.

4. REFER TO STRUCTURAL DRAWINGS FOR ALL LOAD BEARING WALL CONDITIONS IN REGARDS TO STRUCTURAL REQUIREMENTS.

5. "ALIGN" MEANS SIMILAR COMPONENTS OF CONSTRUCTION, E.G. WALLS, JAMBS, ETC. SHALL ALIGN ACROSS VOIDS AND JOINTS.

6. PARTITIONS SHALL BE CONTINUOUS OVER DOORS SAME ADJACENT WALLS (UNLESS NOTED OTHERWISE) WHERE DRYWALL CONTINUES ABOVE CEILING AND ABOVE THE CEILING LEVEL UP TO THE STRUCTURE ABOVE. ALL GYPSUM BOARD RETURNS SHALL HAVE CORNER BEADS MINIMUM FLOOR TO CEILING. ALL PENETRATIONS IN DRYWALL CONSTRUCTION ABOVE FINISHED CEILING SHALL BE EFFECTIVELY SEALED TO PREVENT SOUND LEAKAGE AND FIRE STOPPING TAPE/CAULK AT ALL RATED PARTITIONS.

7. ALL MECHANICAL CHASES AND OTHER NOTED CHASES ARE TO EXTEND UP TO THE UNDERSIDE OF THE DECK STRUCTURE ABOVE. ALL PLUMBING CHASES UNLESS OTHERWISE NOTED, SHALL EXTEND ABOVE THE HIGHEST ADJOINING CEILING AND BE BRACED TO STRUCTURE.

8. ALL CONSTRUCTION DESIGNATED TO BE SUPPORTED BY ROOF STRUCTURE SHALL BE SUPPORTED BY TOP CHORD OF STRUCTURAL JOISTS AND NOT FROM THE METAL DECK.

9. COORDINATE WITH MILLWORK DRAWINGS FOR PLACEMENT OF BLOCKING IN WALLS/PARTITIONS. ALL WOOD BLOCKING IS TO BE FIRE RETARDANT TREATED.

10. IMPACT RESISTANT GYP. BD., WHERE NOTED, IS OPTIONAL ABOVE 8' AFF AND BEHIND LOCKERS.

11. SEAL THE TOP AND BOTTOM OF WALL AS WELL AS ALL PENETRATIONS WHERE SMOKE PARTITIONS ARE DESIGNATED ON THE LIFE SAFETY PLAN TO ELIMINATE THE PASSAGE OF SMOKE.

GENERAL PARTITION NOTES

LINE OF STRUCTURAL DECK

TAPE AND BED GYP BD ONLY ABOVE CEILINGEACH SIDE

CEILING MATERIAL ASSCHEDULED

WALL FINISH ASSCHEDULED

SOUND ATTENUATIONBATTS AS REQ'D

2 LAYERS OF 5/8" TYPE 'X' GYP BD EACH SIDE OF METAL STUDS AT 16" O.C.

BASE AND FLOORINGAS SCHEDULED

CE

ILIN

G H

EIG

HT

RE

: R

CP

FL

OO

R T

O U

ND

ER

SID

E O

F S

TR

UC

TU

RE

AB

OV

E

2 LAYERS OF 5/8" TYPE 'X' GYP BD ON EACH SIDE OF 6" METAL STUDS AT 16" O.C. EXTEND & SEAL FROM FIN FLR TO UNDERSIDE OF DECK ABOVE. (UL# U404)

TYPE 1

SUFFIX

A

DETAILS

SEAL TO FLOOR ASSEMBLY PER UL# U404 INSTRUCTION

SEAL TO UNDERSIDE OF ASSEMBLY, PER UL# U404 INSTRUCTION

LINE OF STRUCTURAL DECK

TAPE AND BED GYP BD ONLY ABOVE CEILINGEACH SIDE

COPPER SHIELDED CEILING SYSTEM AS SCHEDULED

WALL FINISH ASSCHEDULED

SOUND ATTENUATIONBATTS AS REQ'D

BASE AND FLOORINGAS SCHEDULED

CE

ILIN

G H

EIG

HT

RE

: R

CP

1 LAYER OF 5/8" TYPE 'X' GYP BD ON COPPER-LINER ON 3-5/8" METAL FRAMING TO EXTEND FROM FIN FLR TO UNDERSIDE OF CEILING ABOVE

TYPE 4

SUFFIX

A

DETAILS

5/8" GYP BD ON COPPER-LINED 3-5/8" METAL STUD FRAMING

MRI SIDE

2-HOUR RATED (SMOKE BARRIER) NON RATED (RF LINER)

5/8" GYP BD

1 LAYER 5/8" GYP BD ON ONE SIDE AND 1 LAYER OF 5/8" TYPE 'X' GYP BD ON COPPER-LINER ON OTHER SIDE ON 3-5/8" METAL FRAMING FRAMING TO EXTEND FROM FIN FLR TO UNDERSIDE OF CEILING ABOVE

B

SCHEDULED CEILING

2"


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

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D

E

F

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Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

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Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

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FD

CRU 1 CRU 2

LIFE SAFETY LEGEND

1 OCCUPANT LOAD

BUILDING EXIT

FIRE RATED WALL SYMBOLS:

EGRESS PATH

1 HOUR FIRE

2 HOUR FIRE

3 HOUR FIRE

4 HOUR FIRE

1 HOUR FIRE / SMOKE

2 HOUR FIRE / SMOKE

3 HOUR FIRE / SMOKE

4 HOUR FIRE / SMOKE

FACP

FEC

FIRE ALARM CONTROL PANEL


NFPA 101-2015 EDITION

ALL EXIT DOORS PROVIDED ARE 36" LEAF MINIMUM YIELDING 34" CLEAR EXIT WIDTH .

- 15"/PERSON (IBC 1005.3.2, EXCEPTION 1) ALLOWS 226 OCCUPANT LOAD PER DOOR MAX.

STAIR WIDTH PROVIDED IS 44 1/4" AT STAIR 1 (SOUTH) AND 42 1/2" AT STAIR 2 (WEST)

- .3"/PERSON (IBC 1005.3.1) ALLOWS 146 OCCUPANT LOAD AT STAIR 1 MAX.- .3"/PERSON (IBC 1005.3.1) ALLOWS 141 OCCUPANT LOAD AT STAIR 2 MAX.

BUILDING HEIGHT: 1 STORY, 18'-0" HEIGHTBUILDING AREA: 3,916 GROSS S.F. 2013 BUILDING ADDITIONAREA LIMITATION: 37,500 S.F. PER FLOOR (2015 IBC TABLE 503)

BUILDING IS EQUIPPED WITH A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT

CONSTRUCTION TYPE: (TABLE A.8.2.1.2): TYPE II (000)

FIRE RESISTANCE RATINGS (TABLE A.8.2.1.2):• COLUMNS: 0 HR• BEAM, GIRDERS, TRUSSES: 0 HR• FLOOR/CEILING ASSEMBLIES: 0 HR• ROOF/CEILING ASSEMBLIES: 0 HR• EXTERIOR NON-BEARING WALLS: 0 HR• INTERIOR NON-BEARING WALLS: 0 HR

FIRE-RESISTIVE REQUIREMENTS:• NON COMBUSTIBLE MATERIALS FOR STRUCTURAL FRAME, FLOORS, ROOF DECK, EXTERIOR NON-

BEARING WALLS, INTERIOR NON-BEARING WALLS (U.N.O. AT EXTERIOR)

CHAPTER 38: NEW BUSINESS OCCUPANCY

OCCUPANT LOADS (TABLE 7.3.1.2):• FIRST FLOOR BUSINESS USE = 100 SF/PERSON• SECOND FLOOR BUSINESS USE = 100 SF/PERSON• FIRST FLOOR WAITING AREAS WITHOUT FIXED SEATING = 15 SF/PERSON• SECOND FLOOR WAITING AREAS WITHOUT FIXED SEATING = 15 SF/PERSON

SHAFTS MINIMUM 1-HOUR RATING (8.6.5)

DEAD END CORRIDOR MAXIMUM DISTANCE: 50' (38.2.5.2.1)MAXIMUM COMMON PATH OF TRAVEL: 100' (38.2.5.3.1)MAXIMUM TRAVEL DISTANCE: 300' (38.2.6.3)CORRIDOR MINIMUM FIRE RATING: 0 HR (38.3.6.1 EXCEPTION 3)

SMOKE COMPARTMENTALIZATION: - NOT REQUIRED FOR BUSINESS OCCUPANCIES, NOT PROVIDED.

PROTECTED AREAS: - STORAGE ROOMS/CLEAN/SOILED - REQUIRED VA FIRE PROTECTION DESIGN MANUAL 3.1.A AND PER NFPA 101: 38.3.2.1 AND 8.7 SMOKE PARTITIONS WITH SPRINKLER PROTECTION, PROVIDED. MEDICAL RECORDS STORAGE - 1 HR PER VA FIRE PROTECTION DESIGN MANUAL SECTION 3.1.B.

FIRE ALARM SYSTEM: - REQUIRED / PROVIDED MANUAL SYSTEM.

STANDPIPES: - NOT REQUIRED / NOT PROVIDED.

MRI #1EQUIPMENT

ROOM122

213 SF

EQUIPMENTROOM

124

MRI #1121

445 SF

MRI #2123

CONTROLROOM

120

STAFF ROOM118

HAC116

PATIENTTOILET

119LOBBY /WAITING

105

QUARANTINE107

STORAGE115

READ ROOM112

DRESSINGROOM 3

111

DRESSINGROOM 2

110

DRESSINGROOM

109

PATIENTTOILET

108

PATIENTSCREENING

106PATIENT

TRANSFER113

ENTRYVESITBULE

104

CORRIDOR103

RECEPTION114

PATIENTHOLDING

117

PENETRATIONSCABINET

122B

47'-4"

55'-6

" 79

'-3"

102'-1"

112'

-8"

TOTAL TRAVEL DISTANCE: 135'-9"

3'-9"

16'-1

"

26'-7"

34'-1"

135'-9"

SCOPE BOUNDARY

FEC

NEW GAUSS BARRIER / GUARDRAIL

EXISTING RETAINING WALL

EXISTINGLADDER

5 GAUSS LINE

KEY PLAN

N


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

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Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:


SPUR DESIGN, LLC









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N

1/4" = 1'-0"

LEVEL 1 - LIFE SAFETY PLAN1

1) POST-INSTALLED EXPANSION AND UNDERCUT ANCHORS SHALL MEET THE ASSESSMENT

CRITERIA OF ACI 355.2 "QUALIFICATION OF POST-INSTALLED MECHANICAL ANCHORS

IN CONCRETE."

B. QUALIFICATION REQUIREMENTS FOR PRODUCTS

2) PER ACI 318-14 SECTION 17.8.2.2, INSTALLATION OF ADHESIVE ANCHORS

HORIZONTALLY OR UPWARDLY INCLINED SHALL BE PERFORMED BY PERSONNEL CERTIFIED

BY AN APPLICABLE CERTIFICATION PROGRAM. CERTIFICATION SHALL INCLUDE WRITTEN

AND PERFORMANCE TESTS IN ACCORDANCE WITH THE ACI/CRSI ADHESIVE ANCHOR

INSTALLER (AAI) CERTIFICATION PROGRAM, OR EQUIVALENT.

1) CONTRACTOR SHALL REQUEST, SCHEDULE AND FACILITATE THE ANCHOR AND/OR

ADHESIVE MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION

TRAINING FOR ALL THE MANUFACTURER'S SPECIFIED ANCHORING PRODUCTS. THE

ENGINEER MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S

ANCHOR INSTALLATION PERSONNEL ARE TRAINED PRIOR TO COMMENCEMENT OF ANCHOR

INSTALLATION OPERATIONS.

A. QUALIFICATION REQUIREMENTS FOR INSTALLERS

9. POST-INSTALLED ANCHORS AND DOWELS

5) MOIST CURING OF SLABS: SLABS-ON-GRADE AND SLABS-ON-DECK SHALL BE WATER

CURED FOR A MINIMUM OF 7 DAYS BY PONDING, SPRAYING, SPRINKLING OR BY USE OF

SATURATED COVERINGS. CURING COMPOUNDS ARE EXPRESSLY PROHIBITED.

4) SURFACE FINISH: ALL HORIZONTAL CONCRETE SURFACES SHALL HAVE A TROWELED

FINISH UNLESS NOTED OTHERWISE IN ARCHITECTURAL DRAWINGS OR FLOORING

SPECIFICATIONS. AT STAIR TREAD PLACEMENTS PROVIDE A FINE BROOM FINISH

TRANSVERSE TO THE RISERS.

3) CHAMFERED EDGES: UNLESS NOTED OTHERWISE ON ARCHITECTURAL DRAWINGS, PROVIDE

3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES.

2) EQUIPMENT PADS: PROVIDE CONCRETE EQUIPMENT PADS OF SIZE REQUIRED FOR

EQUIPMENT FURNISHED. SEE MECHANICAL, PLUMBING, FIRE PROTECTION AND

ELECTRICAL DRAWINGS FOR NUMBER, SIZE, AND LOCATION OF SUCH PADS. UNLESS

OTHERWISE SHOWN, MINIMUM PAD THICKNESS SHALL BE 4" AND SHALL EXTEND A

MINIMUM OF 6" BEYOND THE FACE OF THE EQUIPMENT. MINIMUM REINFORCING SHALL

BE #4 BARS AT 12" O.C. EACH WAY. TOOLED OR CHAMFERED EDGES SHALL BE

PROVIDED AT ALL EQUIPMENT PADS. ANCHORAGE TO SUPPORTING SLAB SHALL BE

MADE. REFER TO TYPICAL DETAILS.

1) WATERSTOPS AND WATERPROOFING: ALL CONSTRUCTION JOINTS (VERTICAL AND

HORIZONTAL) IN BELOW-GRADE CONCRETE WALLS, TRENCHES AND PITS SHALL BE KEYED

AND HAVE BENTONITE WATERSTOPS INSTALLED UNLESS NOTED OTHERWISE. ALL

BELOW-GRADE CONCRETE WALLS, PITS AND TRENCHES SHALL BE WATERPROOFED AS

SHOWN IN ARCHITECTURAL DRAWINGS, UNLESS NOTED OTHERWISE.

H. CONCRETE MISCELLANEOUS:

1) CONCRETE SLABS-ON-GRADE: REFER TO SLAB-ON-GRADE CONSTRUCTION NOTES ABOVE

FOR INFORMATION REGARDING JOINTS.

G. JOINTS IN CONCRETE CONSTRUCTION:

1) THE SIZE AND LOCATION OF ALL FLOOR PITS, TRENCH DRAINS, AND OPENINGS FOR

ALL DUCTS AND PIPES THROUGH WALLS, FLOORS, AND FOUNDATION WORK SHALL BE

VERIFIED WITH THE MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL

CONTRACTOR'S REQUIREMENTS PRIOR TO THE START OF ANY CONCRETE WORK.

F. OPENINGS IN CONCRETE STRUCTURES:

6) CONCRETE COVER OVER STEEL REINFORCING FOR NON-PRESTRESSED CAST-IN-PLACE

CONSTRUCTION SHALL CONFORM TO THE TABLE PROVIDED BELOW.

5) AT INTERSECTING FOUNDATIONS, EXTEND ALL HORIZONTAL REINFORCING OF THE

INTERSECTING MEMBERS BEYOND THE POINT OF INTERSECTION TO THE OPPOSITE FACE.

BEND TO A STANDARD 90 DEGREE HOOK OR PROVIDE BENT DOWELS OF EQUAL SIZE AND

SPACING AND LAP AS REQUIRED FOR A CLASS B TENSION SPLICE (BUT NOT LESS THAN

12") IN EACH DIRECTION. REFER TO TYPICAL DETAILS FOR ADDITIONAL

INFORMATION.

4) PROVIDE CORNER BARS IN BOTH FACES OF ALL CONTINUOUS GRADE BEAMS, FOOTINGS

AND WALLS. NUMBER, SIZE, AND SPACING OF CORNER BARS SHALL BE EQUAL TO

NUMBER, SIZE AND SPACING OF HORIZONTAL REINFORCING WITH WHICH THEY LAP AND

SHALL HAVE CLASS B TENSION LAP SPLICES IN EACH DIRECTION. REFER TO TYPICAL

DETAILS FOR ADDITIONAL INFORMATION.

3) PLACEMENT OF WELDED WIRE REINFORCEMENT SHALL BE CONTINUOUS, SHALL NOT BE

INTERRUPTED BY BEAMS AND GIRDERS, AND SHALL BE LAPPED A MINIMUM OF 8-INCHES

UNLESS SHOWN OTHERWISE IN DETAILS.

2) UNLESS OTHERWISE NOTED, LAP SPLICES OF DEFORMED REINFORCING BARS SHALL

CONFORM TO ACI REQUIREMENTS FOR CLASS B TENSION SPLICES. REFER TO LAP

LENGTH SCHEDULES FOR TYPICAL LAP REQUIREMENTS.

1) ALL DETAILING, FABRICATION, AND PLACING OF REINFORCING STEEL, UNLESS

OTHERWISE NOTED, SHALL FOLLOW ALL SECTIONS OF THE ACI "DETAILING

MANUAL-2004" (SP-66 04), THE ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE" (ACI 318-14), AND ALL SECTIONS OF THE CONCRETE REINFORCING STEEL

INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE."

E. CONCRETE REINFORCING:

7) DOCUMENTATION OF CONCRETE MIXTURE CHARACTERISTICS SHALL BE SUBMITTED FOR

REVIEW BEFORE THE MIXTURE IS USED. EVIDENCE OF THE ABILITY OF THE PROPOSED

MIXTURE TO COMPLY WITH THE CONCRETE MIXTURE REQUIREMENTS IN THE

CONSTRUCTION DOCUMENTS SHALL BE INCLUDED IN THE SUBMITTAL. THE EVIDENCE

SHALL BE BASED ON FIELD TEST RECORDS OR LABORATORY TRIAL BATCHES.

C) THE CONCRETE SHALL CONFORM TO STRENGTH TEST REQUIREMENTS FOR

STANDARD-CURED SPECIMENS.

B) THE CONCRETE SHALL MEET REQUIREMENTS FOR THE ASSIGNED EXPOSURE CLASSES

OUTLINED HEREIN.

A) THE CONCRETE CAN BE PLACED READILY WITHOUT SEGREGATION INTO FORMS AND

AROUND REINFORCEMENT UNDER ANTICIPATED PLACEMENT CONDITIONS. THE

CONCRETE PRODUCER SHALL DETERMINE WHETHER ADMIXTURES ARE NECESSARY FOR

WATER REDUCTION, SET TIME, OR SLUMP REQUIREMENTS.

6) CONCRETE MIX PROPORTIONS SHALL BE ESTABLISHED IN ACCORDANCE WITH ARTICLE

4.2.3 OF "SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301)." SO THAT THE

CONCRETE SATISFIES THE FOLLOWING THREE REQUIREMENTS:

9) MAXIMUM WATER-SOLUBLE CHLORIDE ION CONTENT IN CONCRETE, PERCENT BY

WEIGHT OF CEMENT: 1.00

8) TARGET AIR CONTENT: DO NOT ALLOW AIR CONTENT OF TROWEL-FINISHED

FLOORS TO EXCEED 3 PERCENT

7) MAXIMUM AGGREGATE SIZE: 1 1/2-INCHES

6) MAXIMUM WATER/CEMENT RATIO: 0.45

5) 28-DAY COMPRESSIVE STRENGTH: 4,000 PSI

4) CORROSION PROTECTION CATEGORY (C): CLASS C0

3) WATER EXPOSURE CATEGORY (W): CLASS W0

2) SULFATE EXPOSURE CATEGORY (S): CLASS S0

1) FREEZING AND THAWING EXPOSURE CATEGORY (F): CLASS F0

B) INTERIOR SLABS-ON-GRADE

9) MAXIMUM WATER-SOLUBLE CHLORIDE ION CONTENT IN CONCRETE, PERCENT BY

WEIGHT OF CEMENT: 0.30

8) TARGET AIR CONTENT: 4.5 PERCENT PLUS OR MINUS 1.5 PERCENT

7) MAXIMUM AGGREGATE SIZE: 1 1/2 INCHES

6) MAXIMUM WATER/CEMENT RATIO: 0.55

5) 28-DAY COMPRESSIVE STRENGTH: 3,500 PSI

4) CORROSION PROTECTION CATEGORY (C): CLASS C1

3) WATER EXPOSURE CATEGORY (W): CLASS W0

2) SULFATE EXPOSURE CATEGORY (S): CLASS S0

1) FREEZING AND THAWING EXPOSURE CATEGORY (F): CLASS F0

A) BELOW GRADE FOUNDATIONS AND WALLS

5) MIX DESIGNS SHALL BE PROPORTIONED BASED ON THE FOLLOWING MIX

CHARACTERISTICS;

E) MOISTURE VAPOR REDUCTION: ASTM C494.

D) INHIBITING CHLORIDE INDUCED CORROSION: ASTM C1582.

C) AIR ENTRAINMENT: ASTM C260.

B) PRODUCING FLOWING CONCRETE: ASTM C1017.

A) WATER REDUCTION AND SETTING TIME MODIFICATION: ASTM C494.

4) ADMIXTURES, IF USED, SHALL CONFORM TO THE FOLLOWING:

3) MIXING WATER SHALL CONFORM TO ASTM C1062. MIXING WATER, INCLUDING THAT

PORTION OF MIXING WATER CONTRIBUTED IN THE FORM OF FREE MOISTURE ON

AGGREGATES, SHALL NOT CONTAIN DELETERIOUS AMOUNTS OF CHLORIDE IONS.

2) ALL CONCRETE MIXES SHALL BE COMPRISED OF NORMAL WEIGHT AGGREGATES

CONFORMING TO ASTM C33, EXCEPT WHERE SPECIFICALLY INDICATED AS LIGHTWEIGHT,

IN WHICH CASE AGGREGATES SHALL CONFORM TO ASTM C330.

B) FLY ASH: ASTM C618 CLASS F OR C. THE MAXIMUM PERCENTAGE OF FLY ASH SHALL

NOT EXCEED 25 PERCENT OF THE TOTAL CEMENTITIOUS MATERIAL.

A) PORTLAND CEMENT: ASTM C150 TYPE I OR II UNLESS SPECIFICALLY NOTED

OTHERWISE.

1) CEMENTITIOUS MATERIALS

D. CONCRETE MIXTURES:

C. TOLERANCES: TOLERANCES FOR CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH

"SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS (ACI

117-10) AND COMMENTARY (ACI 117R-10)."

B. CONCRETE CONSTRUCTION CRITERIA: ALL CONCRETE CONSTRUCTION SHALL COMPLY WITH

THE PROVISIONS OF "SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301-16)."

A. DESIGN CRITERIA: THE DESIGN OF CONCRETE IS GOVERNED BY "BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-14) AND COMMENTARY (ACI

318R-14)."

8. CONCRETE CONSTRUCTION NOTES

4) CONSTRUCTION MONITORING: A GEOTECHNICAL ENGINEER SHALL BE RETAINED TO

PROVIDE OBSERVATIONS AND TESTING OF SOILS EXPOSED DURING PROJECT

CONSTRUCTION IN ORDER TO VERIFY THAT SOIL CONDITIONS ARE AS ANTICIPATED.

CONSTRUCTION ACTIVITIES PERTAINING TO EARTHWORK AND OTHER RELATED

ACTIVITIES SHALL ALSO BE OBSERVED BY THE GEOTECHNICAL ENGINEER AS OUTLINEDABOVE.

3) TRENCH BACKFILL: ALL REQUIRED TRENCH BACKFILL SHALL BE ACCEPTABLE FILL

MATERIAL AS DEFINED ABOVE AND SHALL BE MECHANICALLY COMPACTED IN LAYERS TO

AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY AS DETERMINED BY

ASTM D 698. SOME SETTLEMENT OF THE BACKFILL MAY BE EXPECTED AND ANY

UTILITIES WITHIN THE TRENCHES SHALL BE CONSTRUCTED TO ALLOW THESE

DIFFERENTIAL MOVEMENTS. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

2) EXCAVATION AND TEMPORARY SLOPES: THE CONTRACTOR, DESIGNATED AS

"RESPONSIBLE PERSON" IN OSHA CONSTRUCTION STANDARDS FOR EXCAVATIONS, 29 CFR

PART 1926, IS SOLELY RESPONSIBLE FOR PLANNING AND IMPLEMENTING ALL SAFETY

PROCEDURES DURING CONSTRUCTION. ALL EXCAVATION HEIGHT, SLOPE, AND DEPTH

MUST ADHERE TO ALL SPECIFICATIONS OUTLINED IN LOCAL, STATE, AND FEDERAL

SAFETY REGULATIONS. THE STRUCTURAL ENGINEER DOES NOT ASSUME ANY

RESPONSIBILITY FOR CONSTRUCTION SITE SAFETY OR ANY PARTY'S, INCLUDING THE

CONTRACTOR'S, COMPLIANCE WITH THE APPLICABLE LOCAL, STATE, AND FEDERAL

SAFETY REGULATIONS OR ANY OTHER APPLICABLE REGULATIONS.

1) DRAINAGE CONSIDERATIONS DURING CONSTRUCTION: DUE TO ADVERSE EFFECT ON

STRUCTURES, WATER SHALL NOT BE ALLOWED TO COLLECT IN THE FOUNDATION

EXCAVATION OR ON PREPARED SUBGRADE OF THE CONSTRUCTION AREA EITHER DURING

OR AFTER CONSTRUCTION. UNDERCUT OR EXCAVATED AREAS SHALL BE SLOPED TOWARD

ONE CORNER TO FACILITATE REMOVAL OF ANY COLLECTED RAINWATER, OR POSITIVE

RUNOFF SHALL BE PROVIDED. THE CONTRACTOR SHALL EXERCISE CARE IN CREATING

DRAINAGE PATHS FOR WATER DURING THE CONSTRUCTION PHASE OF THE PROJECT. TO

REDUCE INFILTRATION OF SURFACE WATER AROUND THE PERIMETER OF THE BUILDING

AND BENEATH THE FLOOR SLABS, POSITIVE DRAINAGE SHALL BE PROVIDED DURING ALL

PHASES OF CONSTRUCTION.

D. FOUNDATION MISCELLANEOUS

C) EJ = EXPANSION JOINT

B) SJ = SAWED CONTRACTION JOINT

A) CJ = CONSTRUCTION JOINT

8) SLAB JOINTS: SLAB JOINTS SHALL BE PROVIDED AS SHOWN ON THE PLANS AND

TYPICAL DETAILS AND AS DESCRIBED FURTHER IN THE SLAB-ON-GRADE SCHEDULE. THE

FOLLOWING JOINT TYPES ARE SHOWN ON THE DRAWINGS:

7) ISOLATION JOINTS: PROVIDE SLAB ISOLATION AROUND COLUMNS PENETRATING THE

SLAB-ON-GRADE. PROVIDE 1/2 INCH PREMOLDED EXPANSION JOINT MATERIAL AROUND

PERIMETER OF ISOLATION JOINTS. REFER TO TYPICAL DETAILS AND ADDITIONAL

INFORMATION.

6) MOIST CURING OF SLAB: SLABS-ON-GRADE SHALL BE WATER CURED FOR A MINIMUM OF

7 DAYS BY PONDING, SPRAYING, SPRINKLING OR BY USE OF SATURATED COVERINGS.

CURING COMPOUNDS ARE EXPRESSLY PROHIBITED.

5) EVAPORATION RETARDER: APPLY EVAPORATION RETARDER TO UNFORMED CONCRETE

SURFACES IF HOT, DRY, OR WINDY CONDITIONS CAUSE MOISTURE LOSS APPROACHING

0.2 LB/SQ. FT./H BEFORE AND DURING FINISHING OPERATIONS. APPLY ACCORDING TO

MANUFACTURER'S WRITTEN INSTRUCTIONS AFTER PLACING, SCREEDING, AND BULL

FLOATING OR DARBYING CONCRETE, BUT BEFORE FLOAT FINISHING. A METHODOLOGY

FOR CALCULATING THE MOISTURE LOSS DUE TO EVAPORATION IS PROVIDED IN ACI

305.1-14 "SPECIFICATION FOR HOT WEATHER CONCRETING."

4) VAPOR RETARDER: A 15 MIL VAPOR RETARDER SHALL BE PLACED IMMEDIATELY BELOW

THE CONCRETE SLAB. VAPOR RETARDER SHALL BE SEALED AT ALL LAPS AND SEALED

TO PREVIOUSLY PLACED CONCRETE AS RECOMMENDED BY VAPOR RETARDER

MANUFACTURER. BEFORE PLACING CONCRETE, PATCH AND SEAL ANY RIPS, TEARS OR

HOLES IN VAPOR RETARDER INCURRED DURING CONSTRUCTION.

D) COMPACTED TO 98% STANDARD PROCTOR MAXIMUM DRY DENSITY.

C)PLASTICITY INDEX, PI, SHALL BE LESS THAN OR EQUAL TO 6

B) LESS THAN 5 PERCENT SHALL PASS THE #8 SIEVE

A)100 PERCENT SHALL PASS THE 1½" SIEVE

3) AGGREGATE BASE COURSE: A 4-INCH THICK, FREE-DRAINING AGGREGATE BASE COURSE

SHALL BE PLACED BENEATH THE FLOOR SLAB TO ENHANCE DRAINAGE AND PROVIDE

INCREASED SUBGRADE STRENGTH. AT THE TIME OF THE SLAB PLACEMENT, THE

GRANULAR BASE SHALL BE MOIST, BUT FREE OF ANY STANDING OR SELF-DRAINING

WATER. THE AGGREGATE BASE COURSE MATERIAL SHALL MEET THE FOLLOWING

CRITERIA:

2) CONSTRUCTION MONITORING: CONSTRUCTION ACTIVITY MAY CAUSE DAMAGE AND

DETERIORATION TO THE PREPARED SUBGRADE. A FIELD REPRESENTATIVE OF THE

GEOTECHNICAL ENGINEER SHALL OBSERVE THE FINAL SUBGRADE PRIOR TO PLACEMENT

OF THE SLAB ON GRADE, PERFORM FURTHER TESTING AS NECESSARY, AND DETERMINE

IF ANY REMEDIAL MEASURES ARE NECESSARY PRIOR TO SLAB PLACEMENT.

1) SLAB THICKNESS AND REINFORCING: SLABS-ON-GRADE SHALL BE 6" THICK CONCRETE

REINFORCED WITH #4 BARS AT 18" ON CENTER EACH WAY. REINFORCING BARS SHALL

BE PLACED 1¾" CLEAR FROM TOP OF SLAB USING CHAIRS OR SLAB BOLSTERS

COMPLYING WITH CRSI'S "MANUAL OF STANDARD PRACTICE".

C. SLAB-ON-GRADE CONSTRUCTION

C) ALLOWABLE SKIN FRICTION (NET UPLIFT OR SOIL HEAVE): 2500 PSF

B) ALLOWABLE SKIN FRICTION (DOWNWARD LOADS): 2500 PSF

A) ALLOWABLE END BEARING PRESSURE: 6000 PSF

1) PIER DESIGN PARAMETERS: THE EXISTING BUILDING DRILLED PIER FOUNDATIONS

CAPACITIES ARE BASED ON THE FOLLOWING DESIGN PARAMETERS:

B. DRILLED PIER FOUNDATIONS:

A. A GEOTECHNICAL ENGINEERING REPORT FOR THE ORIGINAL BUILDING CONSTRUCTION WAS

COMPLETED BY AIMRIGHT TESTING & ENGINEERING, DATED NOVEMBER 21, 2011 (PROJECT

NO. 131011).

7. FOUNDATION NOTES

E. ADDITIONAL ITEMS IMPACTING STRUCTURAL DESIGN, INCLUDING BUT NOT LIMITED TO,

ELEVATORS AND MECHANICAL EQUIPMENT WEIGHTS, SHALL BE SUBMITTED TO OWNER'S

REPRESENTATIVE FOR EVALUATION

D. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED

SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY BOTH THE OWNER'S REPRESENTATIVE AND

THE BUILDING OFFICIAL.

C. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE OWNER'S

REPRESENTATIVE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL

WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN

REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING.

3) ANALYSIS OF CONCRETE SLABS FOR SUPPORT OF PROPOSED LIFT EQUIPMENT

2) ROOF MOUNTED EQUIPMENT AND ASSOCIATED ANCHORAGES (FOR KFC FILE ONLY, WILL

NOT BE REVIEWED AND RETURNED)

1) SHORING

B. DEFERRED DESIGN SUBMITTALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE

AND SHALL INCLUDE BOTH SHOP DRAWINGS AND SIGNED AND SEALED CALCULATIONS

PERFORMED BY AN ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED

AND EXPERIENCED IN THE DESIGN OF THE SPECIFIC BUILDING ELEMENT BEING SUBMITTED.

THE FOLLOWING ITEMS ARE CONSIDERED DEFERRED SUBMITTALS:

A. SOME STRUCTURAL AND/OR OTHER BUILDING ELEMENTS ARE DESIGNATED AS

VENDOR-DESIGNED IN THE CONSTRUCTION DOCUMENTS. THESE ELEMENTS HAVE NOT BEEN

INCLUDED IN THE BUILDING PERMIT ISSUED BY THE BUILDING OFFICIAL AND REQUIRE

THEIR DESIGN BE SUBSTANTIATED BY DEFERRED SUBMITTALS.

6. DEFERRED SUBMITTALS

H. THE PROJECT AREA SHALL BE MAINTAINED AS CLEAN AS POSSIBLE WITH DUST BEING

LIMITED AS MUCH AS PRACTICAL.

G. DAMAGE TO PORTIONS OF THE EXISTING STRUCTURE OR OTHER EXISTING BUILDING

COMPONENTS CAUSED BY DEMOLITION OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR

AT THE CONTRACTOR'S EXPENSE AND TO A LEVEL ACCEPTABLE TO THE OWNER'S

REPRESENTATIVE.

F. CORING FOR PIPING OR CONDUIT THROUGH EXISTING STRUCTURAL MEMBERS IS NOT

ALLOWED UNLESS SPECIFICALLY SHOWN IN THE CONTRACT DOCUMENTS OR SPECIFICALLY

ALLOWED BY THE STRUCTURAL ENGINEER IN WRITING.

E. ALL DRILLING, CUTTING, DEMOLITION OR OTHER MODIFICATIONS TO EXISTING

CONSTRUCTION SHALL BE PERFORMED IN A MANNER THAT WILL NOT REDUCE THE STABILITY

OR STRUCTURAL INTEGRITY OF THE EXISTING CONSTRUCTION. WHEN SAW CUTTING,

SPECIAL CARE SHALL BE TAKEN TO NOT OVER CUT INTO AN EXISTING AREA OF STRUCTURETHAT WILL REMAIN.

D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING UTILITIES, BOTH

CHARTED AND UNCHARTED BEFORE COMMENCING WITH ANY EXCAVATION OR DEMOLITION

WORK. DEPTH OF CONCRETE SAW SHALL BE SET SO AS NOT TO CUT ANY LOCAL EMBEDDED

OR UNDER-FLOOR PIPING OR WIRING WHICH IS TO REMAIN.

C. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL SHORING, PROPS, AND GUYS REQUIRED

FOR THE TEMPORARY SUPPORT OF THE EXISTING STRUCTURE, UTILITIES, ETC. AS MAY BE

NECESSARY TO SAFELY COMPLETE DEMOLITION OR NEW WORK.

B. PRIOR TO DEMOLITION OR INSTALLATION OF NEW WORK, THE CONTRACTOR SHALL MAKE

WRITTEN DOCUMENTATION IF UNFORESEEN CONDITIONS OCCUR IN THE EXISTING

CONSTRUCTION. THESE UNFORESEEN CONDITIONS SHALL BE SUBMITTED TO THE OWNER'S

REPRESENTATIVE FOR REVIEW AND A WRITTEN RESPONSE BEFORE PROCEEDING WITH THE

WORK.

A. ALL VERTICAL AND HORIZONTAL DIMENSIONS, FINISHED FLOOR AND ROOF ELEVATIONS,

PLUMBNESS, AND DETAILS FOR THE EXISTING STRUCTURE SHALL BE VERIFIED IN THE

FIELD PRIOR TO PROCEEDING WITH ANY DEMOLITION OR INSTALLATION OF NEW WORK.

5. EXISTING CONSTRUCTION

2) STRUCTURAL STEEL FRAMING WITH COMPLETED STEEL CONNECTIONS, INCLUDING

PERMANENT VERTICAL AND/OR HORIZONTAL BRACING

1) FOUNDATIONS

E. THE CONTRACTOR SHALL NOT REMOVE TEMPORARY SUPPORTS UNTIL THE INSTALLATION OF

ALL STRUCTURAL ELEMENTS IS COMPLETE AND HAS BEEN ACCEPTED AS COMPLETE BY THE

OWNER'S REPRESENTATIVE. FOR THE PURPOSES OF THIS PARAGRAPH, "ALL STRUCTURAL

ELEMENTS" INCLUDES, BUT IS NOT NECESSARILY LIMITED TO, THE FOLLOWING

STRUCTURAL ELEMENTS:

D. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORES, GUYS, BRACES, AND OTHER

SUPPORTS DURING CONSTRUCTION TO KEEP STRUCTURAL FRAMING COMPONENTS SECURE,

PLUMB, AND IN ALIGNMENT AGAINST TEMPORARY CONSTRUCTION LOADS AND LOADS EQUAL

IN INTENSITY TO DESIGN LOADS. THE TEMPORARY SUPPORTS SHALL BE SUFFICIENT TO

SECURE THE PARTIALLY ERECTED STRUCTURE OR ANY PORTION THEREOF AGAINST LOADS

THAT ARE LIKELY TO BE ENCOUNTERED DURING CONSTRUCTION, INCLUDING THOSE DUE TO

WIND AND THOSE THAT RESULT FROM CONSTRUCTION OPERATIONS.

C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING THE ABILITY OF THE

PARTIALLY COMPLETED OR FULLY COMPLETED STRUCTURE TO RESIST ALL CONSTRUCTION

LOADS INCLUDING BUT ARE NOT NECESSARILY LIMITED TO MATERIAL STAGING, PERSONNEL,

AND EQUIPMENT.

B. THE STRUCTURAL FRAMING SYSTEM AND FOUNDATIONS HAVE BEEN DESIGNED AS A COMPLETE

STRUCTURAL SYSTEM FOR SUPPORT OF THE LOADS INDICATED IN THE CONSTRUCTION

DOCUMENTS. THE STRUCTURE HAS NOT BEEN DESIGNED OR CHECKED FOR TEMPORARY

CONSTRUCTION LOADS NOR HAS IT BEEN DESIGNED OR CHECKED FOR ADEQUACY OR

STABILITY AS A PARTIALLY ERECTED STRUCTURE.

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL TEMPORARY CONSTRUCTION

LOADS CAN BE SAFELY SUPPORTED BY THE STRUCTURE DURING CONSTRUCTION.

4. CONSTRUCTION LOADS AND STABILITY

4) ALL OTHER SHAPES AND PLATES UNLESS NOTED (ASTM A36)....FY = 36 KSI

3) ANCHOR RODS (ASTM F1554, GRADE 36).....................FY = 36 KSI

2) SQUARE AND RECTANGULAR HSS (ASTM A500, GRADE C)........FY = 50 KSI

1) ALL WIDE FLANGE SHAPES (ASTM A992)....................FY = 50 KSI

C. STRUCTURAL STEEL (MINIMUM YIELD STRENGTH)

4) WELDABLE REINFORCING BARS (ASTM A706) .................FY = 60 KSI

3) WELDED DEFORMED WIRE REINFORCEMENT (ASTM A1064)........FY = 70 KSI

2) WELDED PLAIN WIRE REINFORCEMENT (ASTM A1064)...........FY = 65 KSI

1) ALL PLAIN AND DEFORMED BARS (ASTM A615, GRADE 60)......FY = 60 KSI

B. CONCRETE REINFORCEMENT (MINIMUM YIELD STRENGTH)

3) ALL OTHER STRUCTURAL CONCRETE, U.N.O:....................4,000 PSI

2) SLAB-ON-GRADE:...........................................4,000 PSI

1) FOUNDATIONS:.............................................4,000 PSI

A. CONCRETE (MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS, NORMAL WEIGHT

U.N.O.)

3. MATERIAL DESIGN VALUES

11)SEISMIC DESIGN CATEGORY:.........................................B

10)1.0 SEC. DESIGN SPECTRAL ACCELERATION, Sd1:..................0.076

9) 0.2 SEC. DESIGN SPECTRAL ACCELERATION, Sds:..................0.123

8) SITE COEFFICIENT, 1.0 SEC. PERIOD, Fv:........................1.50

7) SITE COEFFICIENT, 0.2 SEC. PERIOD, Fa:........................1.30

6) 1.0 SEC. MAPPED SPECTRAL ACCELERATION, S1:...................0.076

5) 0.2 SEC. MAPPED SPECTRAL ACCELERATION, Ss:...................0.142

4) SOIL SITE CLASSIFICATION:........................................C

3) SEISMIC IMPORTANCE FACTOR, Ie:................................1.25

2) RISK CATEGORY: ................................................III

1) GOVERNING CODE:..........................................ASCE 7-16

F. SEISMIC DESIGN CRITERIA:

10)RAIN ON SNOW SURCHARGE LOAD:................................5 PSF

9) MINIMUM FLAT ROOF SNOW LOAD, I*Pg:.........................11 PSF

8) CALCULATED FLAT ROOF SNOW LOAD, Pf:.......................7.7 PSF

7) ROOF SLOPE FACTOR, Cs:........................................1.0

6) THERMAL FACTOR, Ct:...........................................1.0

5) EXPOSURE FACTOR, Ce:..........................................1.0

4) EXPOSURE OF ROOF: ..............................PARTIALLY EXPOSED

3) GROUND SNOW LOAD, Pg:......................................10 PSF

2) SNOW IMPORTANCE FACTOR, Is:...................................1.1

1) GOVERNING CODE:.........................................ASCE 7-16

E. SNOW LOADS:

8) NOMINAL DESIGN WIND SPEED, Vasd:............................89 MPH

7) ULTIMATE DESIGN WIND SPEED, Vult:..........................115 MPH

6) DIRECTIONALITY FACTOR, KD:....................................0.85

5) TOPOGRAPHIC FACTOR, KZT:.......................................1.0

4) INTERNAL PRESSURE COEFFICIENT, GCPI:....... ..............+/- 0.18

3) EXPOSURE CATEGORY:...............................................C

2) RISK CATEGORY: ................................................III

1) GOVERNING CODE:..........................................ASCE 7-16

D. WIND LOADS:

2) ROOFS (ON AN AREA 2.5 FT. X 2.5 FT.).......................300 LBS

1) ALL FLOORS (ON AN AREA 2.5 FT. X 2.5 FT.)...... .........2,000 LBS

C. CONCENTRATED LIVE LOADS:

1) ROOF LIVE LOAD (REDUCIBLE)..................................20 PSF

B. UNIFORM LIVE LOADS:

A. DEAD LOAD: SELF WEIGHT OF MATERIALS, UNLESS NOTED OTHERWISE

2. DESIGN LOADS

7) THE USE OF ELECTRONIC FILES OR REPRODUCTION OF CONTRACT DOCUMENTS BY ANY

TRADE OR MATERIAL SUPPLIER IN LIEU OF COMPLETELY INDEPENDENT PREPARATION OF

SHOP DRAWINGS SIGNIFIES THE SUPPLIER'S CERTIFICATION THAT ALL INFORMATION

SHOWN IN THE SHOP DRAWINGS IS CORRECT, AND ASSIGNS THEMSELVES TO

RESPONSIBILITY FOR ANY JOB EXPENSE ARISING DUE TO ANY ERRORS OCCURRINGTHEREIN.

6) ALTHOUGH NOT NECESSARILY SPECIFICALLY REFERENCED IN THE CONTRACT DOCUMENTS,

TYPICAL DETAILS AND GENERAL NOTES APPLY TO THE ENTIRE PROJECT WHEREVER

CONDITIONS SIMILAR TO THOSE DETAILED OR NOTED EXIST.

5) GENERAL CONTRACTOR SHALL COORDINATE SIZES AND LOCATIONS OF OPENINGS THROUGH

FLOORS, ROOF, AND WALLS SHOWN ON ELECTRICAL, PLUMBING, AND FIRE SUPPRESSION

SYSTEM DESIGN DOCUMENTS WITH ASSOCIATED SUBCONTRACTORS.

4) THE GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL AND STRUCTURAL

DRAWINGS FOR DISCREPANCIES BETWEEN EACH SET, AND WITHIN EACH SET OF

DRAWINGS, AND REPORT DISCREPANCIES, IF ANY, TO THE OWNER'S REPRESENTATIVE

PRIOR TO THE DETAILING, FABRICATION AND INSTALLATION OF AFFECTED WORK.

3) CORRELATION OF THE CONTRACT DOCUMENTS: THE CONTRACT DOCUMENTS ARE

COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF

REQUIRED BY ALL. IF CONFLICTING REQUIREMENTS ARE FOUND BETWEEN THE

DRAWINGS, SPECIFICATIONS AND/OR THESE GENERAL NOTES, THE MORE STRINGENT AND

HIGHEST COST REQUIREMENT SHALL CONTROL UNLESS DIRECTED OTHERWISE IN WRITING

BY THE OWNER'S REPRESENTATIVE.

2) THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND DISSEMINATING ALL

CONTRACT DOCUMENTS AND LATEST ADDENDA TO ALL SUB-CONTRACTORS PRIOR TO

DETAILING, FABRICATION OR INSTALLATION OF WORK.

1) THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN THE OWNER AND

CONTRACTOR, CONDITIONS OF THE CONTRACT, DRAWINGS, SPECIFICATIONS, ADDENDA

ISSUED PRIOR TO EXECUTION OF THE CONTRACT, OTHER DOCUMENTS LISTED IN THE

AGREEMENT AND MODIFICATIONS ISSUED AFTER EXECUTION OF THE CONTRACT.

D. CONTRACT DOCUMENTS:

C. ELEVATIONS: REFERENCE FINISHED FLOOR ELEVATIONS OF 100'-0" EQUALS ACTUAL

EXISTING FINISH FLOOR ELEVATION.

B. BUILDING RISK CATEGORY: THE BUILDING RISK CATEGORY ACCORDING TO IBC-2018 TABLE

1604.5 AND ASCE 7-16 TABLE 1.5-1 IS CATEGORY III.

A. GOVERNING BUILDING CODE: 2018 INTERNATIONAL BUILDING CODE (IBC-2018).

1. GENERAL INFORMATION

MINIMUM CONCRETE COVER FOR CAST-IN-PLACENON-PRESTRESSED CONCRETE MEMBERS

CONCRETE EXPOSURE MEMBER REINFORCEMENTMINIMUM

COVER, IN.

CAST AGAINST ANDPERMANENTLY IN

CONTACT WITH

GROUND

ALL ALL 3

EXPOSED TO

WEATHER OR IN

CONTACT WITHGROUND

ALL

NO. 6 THROUGH

NO. 18 BARS2

NO. 5 BAR, W31

OR D31 WIRE,

AND SMALLER

1-1/2

NOT EXPOSED TOWEATHER OR IN

CONTACT WITH

GROUND

SLABS,

JOIST AND

WALLS

NO. 14 AND NO.

18 BARS1-1/2

NO. 11 BAR AND

SMALLER3/4

BEAMS,

COLUMNS,

PEDESTALS

AND TENSIONTIES

PRIMARY

REINFORCEMENT,STIRRUPS, TIES,

SPIRALS AND

HOOPS

1-1/2

Kirkpatrick Forest Curtis PCStructural Engineering

525 Central Park Drive, Suite 202Oklahoma City, OK 73105Telephone: 405.528.4596Fax: 405.528.4580

OK CA #3888, EXP. 06/30/XX

engineering


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1

one inch = one foot

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Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:


SPUR DESIGN, LLC312 SW 25TH STREETOklahoma City, OK 73109(405) 842-6100








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GENERAL NOTES

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01/22/2021

623-CSI-103


06/30/21

1) SUBSTITUTION OF POST-INSTALLED ANCHORS FOR EMBEDDED ANCHORS SHOWN ON THE

DRAWINGS WILL NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED IN WRITING BY

THE OWNER'S REPRESENTATIVE.

D. STEEL MISCELLANEOUS:

v) GALVANIZED SURFACES.

iv) SURFACES TO RECEIVE SPRAYED FIRE-RESISTIVE MATERIALS.

iii) SURFACES TO BE HIGH-STRENGTH BOLTED WITH SLIP-CRITICAL

CONNECTIONS.

ii) SURFACES TO BE FIELD WELDED.

i) SURFACES EMBEDDED IN CONCRETE OR MORTAR. EXTEND PRIMING OF

PARTIALLY EMBEDDED MEMBERS TO A DEPTH OF 2 INCHES.

C) SHOP PRIMER SHALL NOT BE APPLIED TO THE FOLLOWING AREAS:

B) INTERIOR STEEL SHALL BE SHOP PRIMED WITH THE FABRICATORS STANDARD SHOPPRIMER.

A) ALL STEEL EXPOSED TO EXTERIOR WEATHER OR AN UNCONTROLLED ENVIRONMENT

SHALL BE BLAST CLEANED AND PRIMED WITH A SUBMITTED AND APPROVED

ZINC-RICH PRIMER.

8) SHOP PRIMER

7) STEEL EMBEDMENTS IN CONCRETE: ALL STEEL COMPONENTS TO BE EMBEDDED IN

CONCRETE SHALL HAVE COATINGS AS DEFINED IN THE TABLE BELOW.

6) ALL EXTENSION BARS, RUN-OFF PLATES, AND BACKING BARS USED IN WELDED

CONNECTIONS SHALL BE REMOVED AND THE JOINTS SHALL BE GROUND SMOOTH WHERE

SUCH CONNECTION IS PERMANENTLY EXPOSED TO VIEW OR IS DESIGNATED AS

ARCHITECTURALLY EXPOSED STRUCTURAL STEEL.

5) THE FABRICATOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS. ANY SUCH

ERECTION AIDS SHALL BE REMOVED FROM THE COMPLETED STRUCTURE IF DIRECTED BY

THE OWNER'S REPRESENTATIVE.

4) CUTS, HOLES, COPING, ETC. REQUIRED FOR WORK OF OTHER TRADES SHALL BE SHOWN

ON THE SHOP DRAWINGS AND MADE IN THE SHOP. CUTS OR BURNING OF HOLES IN

STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED.

3) ALL BEAMS THAT ARE REQUIRED TO HAVE CAMBER SHALL BE FABRICATED WITH CAMBER

UPWARD. BEAMS WITHOUT SPECIFIED CAMBER SHALL BE FABRICATED SUCH THAT AFTER

ERECTION, ANY NATURAL CAMBER DUE TO ROLLING OR SHOP FABRICATION IS UPWARD.

2) ALL SHOP AND FIELD WELDS SHALL BE MADE IN ACCORDANCE WITH THE ANSI/AWS

"D1.1-STRUCTURAL WELDING CODE - STEEL", 2011 EDITION. ALL WELDING SHALL

USE LOW HYDROGEN PROCESSES.

1) SHOP DRAWINGS SHALL BE SUBMITTED TO AND REVIEWED BY THE OWNER'S

REPRESENTATIVE PRIOR TO COMMENCING FABRICATION. ANY FABRICATION INITIATED

PRIOR TO APPROVAL OF SHOP DRAWINGS WILL BE AT THE SOLE RISK OF THE

FABRICATOR.

C. STEEL FABRICATION & FINISH:

6) AFTER FINAL BASE PLATE POSITIONING, ANCHOR ROD NUTS SHALL BE INSTALLED TO A

SNUG-TIGHT CONDITION AND WASHER PLATES SHALL BE FIELD WELDED AS INDICATED

IN THE CONSTRUCTION DOCUMENTS.

5) STEEL PLATE TEMPLATES SHALL BE PROVIDED TO FACILITATE PLACEMENT OF ANCHOR

RODS IN DETAILED PLAN POSITIONS AND ELEVATIONS WHILE PLACING CONCRETE.

4) UNLESS OTHERWISE INDICATED IN THE DRAWINGS, ALL ANCHOR RODS SHALL CONFORM

TO THE SPECIFIED MATERIAL GRADE SHALL BE A MINIMUM 3/4 INCH DIAMETER WITH A

MINIMUM FOUNDATION EMBEDMENT AS INDICATED IN STRUCTURAL DETAILS. THE

EMBEDDED END SHALL HAVE EITHER A STANDARD BOLT HEAD, A HEAVY HEX NUT WITH

THE THREADS SPOILED ABOVE AND BELOW THE NUT, OR JAMMED DOUBLE NUTS. BASE

PLATES SHALL BE LEVELED WITH LEVELING NUTS AND OVERSIZED WASHER PLATES OR

WITH SHIM PACKS AT THE ERECTOR'S OPTION.

3) ALL BOLTS SHALL BE TIGHTENED TO THE SNUG-TIGHTENED JOINT REQUIREMENTS OF

RCSC-10 EXCEPT AT SLIP-CRITICAL JOINTS OR WHERE NOTED OTHERWISE IN

CONSTRUCTION DOCUMENTS OR IN FABRICATOR'S CONNECTION DESIGN.

2) ALL BOLTS SHALL BE 3/4 IN. DIAMETER ASTM A325 WITH SUITABLE WASHERS AND

NUTS UNLESS OTHERWISE SHOWN IN THE CONSTRUCTION DOCUMENTS OR APPROVED IN

WRITING BY THE OWNER'S REPRESENTATIVE.

1) STEEL CONTRACTOR SHALL FURNISH ERECTION BOLTS AS REQUIRED FOR FIELD

CONNECTIONS.

B. STRUCTURAL BOLTS & ANCHOR RODS:

4) RCSC-2014 "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS"

(AUGUST 1, 2014).

3) ANSI/AWS "D1.1-STRUCTURAL WELDING CODE - STEEL", 2017 EDITION.

2) AISC 303-16 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES"

(JUNE 15, 2016).

1) ANSI/AISC 360-16 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" (JULY 7,

2016).

A. GOVERNING STANDARDS: ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND

ERECTED IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND AS SUPPLEMENTED BY

THESE GENERAL NOTES AND THE PROJECT DRAWINGS AND SPECIFICATIONS.

10.STEEL CONSTRUCTION NOTES

D. CORROSION PROTECTION FOR EXPOSED ANCHORS INTENDED FOR ATTACHMENT WITH

FUTURE WORK.

C. PROOF LOADING OF ADHESIVE ANCHORS

B. PARAMETERS FOR ADHESIVE ANCHORS

A. PARAMETERS FOR EXPANSION AND UNDERCUT ANCHORS

2) PERIODIC SPECIAL INSPECTIONS SHALL BE PROVIDED FOR ALL OTHER POST-INSTALLED

ANCHORS NOT INCLUDED IN THE NOTE ABOVE.

1) PER ACI 318-14 SECTION 17.8.2.4, ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY

OR UPWARDLY INCLINED ORIENTATIONS SHALL BE CONTINUOUSLY INSPECTED DURING

INSTALLATION BY AN INSPECTOR SPECIFICALLY APPROVED FOR THAT PURPOSE BY THE

BUILDING OFFICIAL. THE SPECIAL INSPECTOR SHALL FURNISH A REPORT TO THE

ENGINEER AND BUILDING OFFICIAL THAT THE WORK COVERED BY THE REPORT HAS BEEN

PERFORMED AND THAT THE MATERIALS AND INSTALLATION PROCEDURES USED CONFORM

WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THE MANUFACTURER'S PRINTED

INSTALLATION INSTRUCTIONS (MPII).

F. SPECIAL INSPECTION REQUIREMENTS

3) ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ADJACENT ANCHORS AND

PROXIMITY OF ANCHORS TO EDGES OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE

WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS. ANCHOR SPACING

AND EDGE DISTANCE VALUES SHALL NOT BE LESS THAN RECOMMENDED BY THE ANCHOR

MANUFACTURER.

2) UNLESS SPECIFICALLY SHOWN OTHERWISE, ALL HOLES SHALL BE INSTALLED

PERPENDICULAR TO THE CONCRETE OR MASONRY SURFACE.

1) ALL DRILLING AND CORING EQUIPMENT AND ALL METHODS FOR INSTALLATION OF

POST-INSTALLED ANCHORS AND DOWELS SHALL BE IN ACCORDANCE WITH THE

MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII).

E. INSTALLATION

2) AVOIDANCE OF EMBEDDED ITEMS: PRIOR TO DRILLING OR CORING OPERATIONS, THE

CONTRACTOR SHALL LOCATE AND MARK ALL POTENTIALLY CONFLICTING REINFORCING

BARS, UTILITIES AND OTHER EMBEDDED ITEMS BY INDUCTION SCANNING, GROUND

PENETRATING RADAR, X-RAY, OR OTHER APPROVED NON-DESTRUCTIVE METHOD.

CONTRACTOR SHALL AVOID DRILLING OR CORING HOLES THAT MAY DAMAGE THESE

EMBEDDED ITEMS. NOTIFY THE ENGINEER IF CONFLICTING EMBEDDED ITEMS DO NOT

ALLOW INSTALLATION OF POST-INSTALLED ANCHORS IN ACCORDANCE WITH THE

CONSTRUCTION DOCUMENTS AND/OR APPROVED SHOP DRAWINGS.

1) CURING OF BASE MATERIAL: DO NOT DRILL OR CORE HOLES INTO SUPPORTING

CONCRETE OR MASONRY MATERIALS UNTIL THE CONCRETE, MORTAR AND/OR GROUT HAVE

BEEN ADEQUATELY CURED TO ACHIEVE FULL DESIGN STRENGTH.

D. PREPARATION PRIOR TO INSTALLATION

(2) THE APPROPRIATE SIZE SCREEN TUBE SHALL BE USED PER ADHESIVE

MANUFACTURER'S RECOMMENDATION.

(1) HILTI HIT-HY 270 MASONRY ADHESIVE ANCHORING SYSTEM WITH HILTI HAS-E

CONTINUOUSLY THREADED ROD OR CONTINUOUSLY DEFORMED STEEL REBAR [ICC

ESR-4143].

A) ADHESIVE ANCHORS:

4) ANCHORAGE TO HOLLOW / MULTI-WYTHE MASONRY

(1) HILTI KWIK BOLT-3 EXPANSION ANCHORS [ICC ESR-1385].

B) MECHANICAL ANCHORS:

(1) HILTI HIT-HY 270 MASONRY ADHESIVE ANCHORING SYSTEM WITH HILTI HAS-E

CONTINUOUSLY THREADED ROD OR CONTINUOUSLY DEFORMED STEEL REBAR [ICC

ESR-4143].


3) ANCHORAGE TO SOLID GROUTED MASONRY

(2) HILTI HIT-RE 500 V3 SYSTEM WITH CONTINUOUSLY DEFORMED REBAR [ICC

ESR-3814].

(1) HILTI HIT-HY 200 SYSTEM WITH CONTINUOUSLY DEFORMED REBAR [ICC

ESR-3187].


2) REBAR DOWELING INTO CONCRETE

(2) HILTI HSL-3 EXPANSION ANCHORS [ICC ESR-1545]

(1) HILTI HDA UNDERCUT ANCHORS [ICC ESR-1546]

C) HEAVY DUTY MECHANICAL ANCHORS:

(3) HILTI KWIK BOLT 3 EXPANSION ANCHORS (UNCRACKED CONCRETE ONLY) [ICC

ESR-2302]

(2) HILTI KWIK BOLT-TZ EXPANSION ANCHORS [ICC ESR-1917].

(1) HILTI KWIK HUS-EZ AND KWIK HUS-EZ I SCREW ANCHORS [ICC ESR-3027]

B) MEDIUM DUTY MECHANICAL ANCHORS:

(2) HILTI HIT-RE 500 V3 SYSTEM WITH HILTI HAS-E THREADED ROD [ICC

ESR-3814].

(1) HILTI HIT-HY 200 SYSTEM WITH HILTI HIT-Z ROD OR HAS-E THREADED ROD

[ICC ESR-3187].


1) ANCHORAGE TO CONCRETE

C. APPROVED ANCHORING PRODUCTS: THE ANCHORING SYSTEMS SHOWN BELOW HAVE BEEN USED

IN THE ANCHOR DESIGNS SHOWN IN THE CONSTRUCTION DOCUMENTS. SUBSTITUTION

REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE ENGINEER OF

RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT

THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE

SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR

SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD

RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE

INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP,

IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE.

2) POST-INSTALLED ADHESIVE ANCHORS SHALL MEET THE ASSESSMENT CRITERIA OF ACI

355.4 "QUALIFICATION OF POST-INSTALLED ADHESIVE ANCHORS IN CONCRETE."

COATINGS FOR STEEL EMBEDMENTS IN CONCRETE

EXPOSURE FIELD WELDING FINISH

EXTERIOR EITHER GALVANIZED

INTERIORYES UNPAINTED

NO GALVANIZED

FOOTNOTES:ALL WELDING TO PREVIOUSLY GALVANIZED COMPONENTS

WILL REQUIRE REMOVAL OF THE GALVANIZING WITH

GRINDING FOR AT LEAST 3-IN. FROM EITHER SIDE OF

THE INTENDED WELD AND ON BOTH SIDES OF THEWORKPIECE.

FIELD WELDED AREAS AND OTHER AREAS WITH REMOVAL

OF, OR DAMAGE TO, THE GALVANIZED COATING SHALLHAVE THEIR COATING RESTORED IN ACCORDANCE

TO ASTM A780, USING PAINT CONTAINING ZINC DUST

OR SIMILAR PERMITTED PRODUCTS CAPABLE OF

PROVIDING A MINIMUM ZINC-RICH COATING THICKNESSOF 2.0 MILS IN A SINGLE APPLICATION.



OK CA #3888, EXP. 06/30/XX

engineering


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Veterans Health

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VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

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GENERAL NOTES

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06/30/21

1. STATEMENT OF SPECIAL INSPECTIONS NOTES:

A. THIS STATEMENT OF SPECIAL INSPECTIONS IS INCLUDED AS REQUIRED BY SECTION 1704.3

OF CHAPTER 17 OF 2018 INTERNATIONAL BUILDING CODE.

B. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THE 2018 INTERNATIONAL

BUILDING CODE, AISC 360, AND ACI 530 AS SUMMARIZED HEREIN. GENERAL REQUIREMENTS

ARE LISTED BELOW AND IN THE ATTACHED INSPECTION TABLES.

C. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL SPECIAL INSPECTION REQUIREMENTS.

IF CONFLICTING REQUIREMENTS ARE FOUND BETWEEN STATEMENTS OF SPECIAL INSPECTIONS

AND THE PROJECT SPECIFICATIONS, THE MORE STRINGENT PROVISION SHALL CONTROL

UNLESS DIRECTED OTHERWISE IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD.

D. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS FOR THIS PROJECT. THE

SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE,

TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR THE INSPECTION OF THE

PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.

E. PRIOR TO THE START OF CONSTRUCTION, EACH SPECIAL INSPECTOR SHALL PROVIDE

WRITTEN DOCUMENTATION TO THE BUILDING OFFICIAL DEMONSTRATING HIS OR HER

COMPETENCE AND RELEVANT EXPERIENCE OR TRAINING. EXPERIENCE OR TRAINING SHALL BE

CONSIDERED RELEVANT WHEN THE DOCUMENTED EXPERIENCE OR TRAINING IS RELATED IN

COMPLEXITY TO THE SAME TYPE OF SPECIAL INSPECTION ACTIVITIES FOR PROJECTS OF

SIMILAR COMPLEXITY AND MATERIAL QUALITIES.

F. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR THE SPECIAL INSPECTOR. THE

CONSTRUCTION OR WORK FOR WHICH SPECIAL INSPECTION OR TESTING IS REQUIRED SHALL

REMAIN ACCESSIBLE AND EXPOSED FOR SPECIAL INSPECTION OR TESTING PURPOSES UNTIL

COMPLETION OF THE REQUIRED SPECIAL INSPECTION OR TESTING.

G. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING REASONABLE NOTICE TO THE SPECIAL

INSPECTOR(S) REGARDING WHEN ELEMENTS OF THE PROJECT WILL BE READY FOR EFFICIENT

IMPLEMENTATION OF SPECIAL INSPECTIONS.

H. THE CONTRACTOR SHALL PROVIDE ACCESS TO THE LATEST VERSION OF ALL APPROVED PLANS

AND SHOP DRAWINGS FOR THE SPECIAL INSPECTOR'S USE IN PERFORMING SPECIAL

INSPECTIONS.

I. CONTRACTOR SHALL GRANT ACCESS TO OWNER'S SPECIAL INSPECTOR AS IS REASONABLY

NECESSARY FOR THE PROPER PERFORMANCE OF SPECIAL INSPECTIONS.

J. SPECIAL INSPECTIONS DO NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO COMPLY

WITH ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND

METHODS AND JOBSITE SAFETY ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR.

K. APPROVED SPECIAL INSPECTORS SHALL KEEP RECORDS OF THEIR SPECIAL INSPECTIONS AND

TESTS. THE SPECIAL INSPECTOR SHALL SUBMIT REPORTS OF SPECIAL INSPECTIONS AND

TESTS TO THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONALS IN

RESPONSIBLE CHARGE. REPORTS SHALL INDICATE THAT WORK INSPECTED OR TESTED WAS OR

WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS.

DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE BUILDING

OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR

TO THE COMPLETION OF THAT PHASE OF THE WORK. A FINAL REPORT DOCUMENTING

REQUIRED SPECIAL INSPECTIONS AND TESTS, AND CORRECTION OF DISCREPANCIES SHALL

BE SUBMITTED AT A POINT IN TIME AGREED UPON PRIOR TO THE START OF WORK BY THE

OWNER OR OWNER'S AUTHORIZED AGENT TO THE BUILDING OFFICIAL.

L. SPECIAL INSPECTION OF FABRICATED ITEMS: WHERE FABRICATION OF STRUCTURAL,

LOAD-BEARING OR LATERAL LOAD-RESISTING MEMBERS OR ASSEMBLIES IS BEING CONDUCTED

ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF FABRICATED ITEMS

SHALL BE PERFORMED DURING FABRICATION. THIS REQUIREMENT MAY BE WAIVED IF THE

EXCEPTIONS OUTLINED BELOW ARE MET.

1) EXCEPTION 1: SPECIAL INSPECTIONS DURING FABRICATION ARE NOT REQUIRED WHERE

THE FABRICATOR MAINTAINS APPROVED DETAILED FABRICATION AND QUALITY CONTROL

PROCEDURES THAT PROVIDE A BASIS FOR CONTROL OF THE WORKMANSHIP AND THE

FABRICATOR'S ABILITY TO CONFORM TO APPROVED CONSTRUCTION DOCUMENTS AND IBC

2015. APPROVAL SHALL BE BASED UPON REVIEW OF FABRICATION AND QUALITY

CONTROL PROCEDURES AND PERIODIC INSPECTION OF FABRICATION PRACTICES BY THE

BUILDING OFFICIAL.

2) EXCEPTION 2: SPECIAL INSPECTIONS ARE NOT REQUIRED WHERE THE FABRICATOR IS

REGISTERED AND APPROVED IN ACCORDANCE WITH SECTION 1704.2.5.1 OF IBC 2018.

A) FABRICATOR APPROVAL: SPECIAL INSPECTIONS DURING FABRICATION ARE NOT

REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF FABRICATOR REGISTERED

AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVAL

SHALL BE BASED UPON REVIEW OF THE FABRICATOR'S WRITTEN PROCEDURAL AND

QUALITY CONTROL MANUALS AND PERIODIC AUDITING OF FABRICATION PRACTICES BY

AN APPROVED AGENCY. AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR

SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE OWNER OR OWNER'S

AUTHORIZED AGENT FOR SUBMITTAL TO THE BUILDING OFFICIAL AS SPECIFIED IN

SECTION 1704.5 OF IBC 2015 STATING THAT THE WORK WAS APPROVED IN

ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.

Q. SUBMITTALS TO THE BUILDING OFFICIAL: IN ADDITION TO THE SUBMITTAL OF REPORTS OF

SPECIAL INSPECTIONS AND TESTS IN ACCORDANCE WITH IBC SECTION 1704.2.4, REPORTS

AND CERTIFICATES SHALL BE SUBMITTED BY THE OWNER OR OWNER'S AUTHORIZED AGENT TO

THE BUILDING OFFICIAL FOR EACH OF THE FOLLOWING:

1) CERTIFICATE OF COMPLIANCE FOR THE FABRICATION OF STRUCTURAL, LOAD-BEARING

OR LATERAL LOAD RESISTING MEMBERS OR ASSEMBLIES ON THE PREMISES OF A

REGISTERED AND APPROVED FABRICATOR IN ACCORDANCE WITH IBC SECTION1704.2.5.1.

2) CERTIFICATE OF COMPLIANCE FOR THE SEISMIC QUALIFICATION OF NONSTRUCTURAL

COMPONENTS, SUPPORTS AND ATTACHMENTS IN ACCORDANCE WITH IBC SECTION

1705.13.2.

2. REQUIRED SPECIAL INSPECTIONS AND TESTS

A. THE SPECIAL INSPECTOR SHALL PROVIDE CONTINUOUS OR PERIODIC INSPECTIONS AS

SHOWN IN THE ATTACHED INSPECTION TABLES.

1) CONTINUOUS INSPECTION: THE SPECIAL INSPECTOR SHALL BE PRESENT AT ALL

PROCEDURAL EVENTS.

2) PERIODIC INSPECTION: THE SPECIAL INSPECTOR SHALL BE PRESENT AT THE START OF

THE WORK AND PERIODIC INSPECTION IS MADE TO VERIFY PROGRESS OF WORK IS IN

COMPLIANCE.

B. STRUCTURAL STEEL

1) STEEL QUALITY CONTROL AND QUALITY ASSURANCE

A) QUALITY CONTROL (QC) AS SPECIFIED IN AISC 360 CHAPTER N AND SUMMARIZED

HEREIN SHALL BE PROVIDED BY THE FABRICATOR AND ERECTOR.

B) QUALITY ASSURANCE (QA) AS SPECIFIED IN AISC 360 CHAPTER N AND SUMMARIZED

HEREIN SHALL BE PROVIDED BY AN INDEPENDENT INSPECTOR.

C) NONDESTRUCTIVE TESTING (NDT) SHALL BE PERFORMED BY THE AGENCY OR FIRM

RESPONSIBLE FOR QUALITY ASSURANCE (QA).

D) COORDINATED INSPECTION: WHERE A TASK IS NOTED TO BE PERFORMED BY BOTH QC

AND QA, IT IS PERMITTED TO COORDINATE THE INSPECTION FUNCTION BETWEEN THE

QUALITY CONTROL INSPECTOR (QCI) AND QUALITY ASSURANCE INSPECTOR (QAI) SO

THAT THE INSPECTION FUNCTIONS ARE PERFORMED BY ONE PARTY. THE QAI SHALL

PERFORM COORDINATED INSPECTION UNLESS OTHERWISE AUTHORIZED BY THE EOR ANDAHJ.

2) STEEL QUALITY INSPECTOR QUALIFICATIONS

A) QUALITY CONTROL INSPECTOR (QAC) OF ERECTOR/FABRICATOR SHALL BE QUALIFIED

TO THE SATISFACTION OF THE ERECTOR/ FABRICATOR'S QC PROGRAM AND AISC 360

SECTION N.4.1 REQUIREMENTS.

B) QUALITY ASSURANCE INSPECTOR (QAI) SHALL BE QUALIFIED BY A QA AGENCY AND

AISC 360 SECTION N.4.2 REQUIREMENTS.

C) NON-DESTRUCTIVE TESTING PERSONNEL, OR OTHER THAN VISUAL, SHALL BE

QUALIFIED IN ACCORDANCE WITH EMPLOYER'S WRITTEN PRACTICE MEETING OR

EXCEEDING REQUIREMENTS OF AWS D1.1/D1.1M AND EITHER ANST SNT-TC-1A OR

ANST CP-189 REQUIREMENTS.

3) INSPECTION/APPROVAL OF STEEL FABRICATORS: WHERE FABRICATION OF STRUCTURAL

STEEL LOADBEARING MEMBERS AND ASSEMBLIES IS BEING PERFORMED ON THE PREMISES

OF A STEEL FABRICATOR'S SHOP, REFER TO PARAGRAPH 1.L ABOVE.

4) REFER ATTACHED TABLES FOR SPECIAL INSPECTIONS AND TESTING FOR STEEL

CONSTRUCTION.

C. CONCRETE CONSTRUCTION

1) SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION SHALL BE PERFORMED

IN ACCORDANCE WITH ITEMS IDENTIFIED IN IBC TABLE 1705.3.

2) IBC SECTION 1705.3, EXCEPTION 1 DOES NOT REQUIRE SPECIAL INSPECTIONS FOR

ISOLATED FOOTINGS OF BUILDINGS LESS THAN THREE STORIES IN HEIGHT THAT ARE

FULLY SUPPORTED ON EARTH OR ROCK. NOTE THAT MRI SUPPORT FOUNDATIONS SHALL

BE SPECIALLY INSPECTED.

3) ALL SLABS-ON-GRADE SHALL BE SPECIALLY INSPECTED AND TESTED.



OK CA #3888, EXP. 06/30/XX

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Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:










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STATEMENT OF SPECIAL INSPECTIONS

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01/22/2021

623-CSI-103


06/30/21

STATEMENT OF SPECIAL INSPECTIONS

TYPE A

HSS STEEL COLUMN,

REFER PLAN

HAS THREADED

RODS

BASE PL

1/2"⌀ HAS RODS

EMBED 6" WITH HIT-HY

200 BY HILTI

BASE

PL3/4x6x0'-11"

6"

1 1/2"

1 1/2"

1 1/2"

1 1/2" 2" 3 1/2"3 1/2"

2"

EMBEDMENT DEPTH

PER BASE PLATE TYPE

11"

3/16

GRID

GRID

JOINT SEALANT

HEAVY DUTY

VAPOR BARRIER

REINF. PER SLAB

SCHEDULE

COMPACTED INERT

FILL OR NATIVE SOIL

SLAB SCHEDULE

SLAB THICKNESS PER

MAX.

3"

MAX.

3"

1/8

SCHEDULE

DEPTH OF SAW

CUT PER SLAB

AGGREGATEBASE

1/8" SAW CUT

BARS PER SLAB SCHEDULE

CLEAR COVER ABOVE TOP

1'-6" 1'-6"

NO REBAR LAPS IN THIS AREA

CUT ALTERNATE BARS BACK

APPROXIMATELY 3 IN. AWAY FROM

THE JOINT AND ON EA. SIDE OF THE

JOINT SO THAT ONLY HALF THE

NUMBER OF BARS CROSS THE JOINT

TENSION DEVELOPMENT AND LAP-SPLICELENGTHS FOR UNCOATED REINFORCING BARS

LAP CLASS

A

B

LENGTHS (IN.) PER CONCRETE STRENGTH

#3

A

B#4

A

B#5

A

B#6

A

B#7

A

B#8

A

B#9

A

B#10

A

B#11

#14

#18

N/A

N/A

19 28 15 22

24 36 19 28

25 37 19 29

32 48 25 37

31 47 24 36

40 60 31 47

37 56 29 43

48 72 37 56

54 81 42 63

70 106 54 81

62 93 48 71

80 121 62 93

70 105 54 81

91 136 70 105

79 118 61 91

102 153 79 118

87 131 67 101

113 170 87 131

105 157 81 121

139 209 107 161

CASE 1 CASE 2

TOP BARS

CASE 1 CASE 2

OTHER BARS

f'c=4000 psi (NORMAL WEIGHT)

BAR SIZE

NOTES: 1 in.=25.4 mm.

1. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND NORMAL WEIGHT CONCRETE.

LENGTHS ARE IN INCHES.

2. TENSION DEVELOPMENT LENGTHS AND TENSION LAP-SPLICE LENGTHS ARE CALCULATED PER ACI 318,

SECTIONS 12.2.2 AND 12.15, RESPECTIVELY. TABULATED VALUES FOR BEAMS OR COLUMNS ARE BASED ON

TRANSVERSE REINFORCEMENT AND CONCRETE COVER MEETING MINIMUM CODE REQUIREMENTS.

3. CASES 1 AND 2, WHICH DEPEND ON THE TYPE OF STRUCTURAL ELEMENT, CONCRETE COVER, AND CENTER-

TO-CENTER SPACING OF THE BARS, ARE DEFINED AS: BEAMS OR COLUMNS: CASE 1-COVER AT LEAST

1.0db AND CENTER-TO-CENTER SPACING AT LEAST 2.0db AND CASE 2-COVER LESS THAN 1.0db OR

CENTER-TO-CENTER SPACING LESS THAN 2.0db. ALL OTHERS: CASE 1-COVER AT LEAST 1.0db AND

CENTER-TO-CENTER SPACING AT LEAST 3.0db. CASE 2-COVER LESS THAN 1.0db OR CENTER-TO-CENTER

SPACING LESS THAN 3.0db.

4. LAP SPLICE LENGTHS ARE MULTIPLES OF TENSION DEVELOPMENT LENGTHS; CLASS A=1.0ld AND CLASS B=

1.3ld (ACI 318, SECTION 12.15.1).

5. ACI 318 DOES NOT ALLOW TENSION LAP SPLICES OF #14 OR #18 BARS. THE TABULATED VALUES FOR

THOSE BAR SIZES ARE THE TENSION DEVELOPMENT LENGTHS.

6. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 in. OF CONCRETE CAST BELOW THE BARS.

7. FOR LIGHTWEIGHT-AGGREGATE CONCRETE, MULTIPLY THE TABULATED VALUES BY 1.3.

BEAM TO BEAM

NO. OF BOLT LINES

(SEE SCHEDULE)

BEAM TO HSS COLUMN

BEAM TO WF COLUMN

NO. OF BOLT LINES

(SEE SCHEDULE)

NO. OF BOLT LINES

(SEE SCHEDULE)

0 THRU 24.8 KIPS

24.9 THRU 43.4 KIPS

43.5 THRU 62.5 KIPS

62.6 THRU 81.3 KIPS

81.4 THRU 100 KIPS

101 THRU 118 KIPS

119 THRU 137 KIPS

END REACTION NO. OF BOLTS

3/4"Ø A325-N BOLT SCHEDULE FOR SINGLE

PLATE SHEAR TAB CONNECTIONS

(FACTORED LOADS)

2-3/4Ø

a ≤ 3 1/2" leh > 1 1/2"

1'-0"

1 1/2"

1 1/2"

3"

3"

3"

1'-0"

1 1/2"

3"

3"

3"

1 1/2"

PL3/8"

3-3/4Ø

4-3/4Ø

5-3/4Ø

6-3/4Ø

7-3/4Ø

8-3/4Ø

3"

PL3/8"

a ≤ 3 1/2" leh > 1 1/2"

1 1/2"

3"

3"

3"

1 1/2"

a ≤ 3 1/2" leh > 1 1/2"

1'-0"

NOTES:

1. VALUES SHOWN ARE APPLICABLE FOR SINGLE PLATE

SHEAR TAB CONNECTIONS.

2. SEE PLAN FOR END REACTIONS.

3. L=PLATE LENGTH > T/2 OF CONNECTED BEAM.

4. AT HSS OR PIPE COLUMNS, A THROUGH-PLATE WITH

EQUAL WELD ON THE BACK SIDE OF THE COLUMN IS

REQUIRED UNDER EITHER OF THE FOLLOWING

CIRCUMSTANCES:

A. FOR SQUARE OR RECTANGULAR HSS:

WHEN B-2.79t/0.93t > 35.1

B. FOR ROUND HSS OR PIPE:

WHEN D/t > 3.190/Fy

WHERE:

B=NOMINAL COLUMN WIDTH ACROSS THE COLUMN

FACE WITH THE SINGLE PLATE CONNECTION, IN.

D=OUTSIDE DIAMETER OF ROUND HSS OR PIPE, IN.

t=NOMINAL THICKNESS OF COLUMN, IN.

Fy=YIELD STRENGTH OF COLUMN, KSI

1/4

1/4

1/4

1/4

13/16"x1"

SHORT-SLOT

HOLES

13/16"x1"

SHORT-SLOT

HOLES

HSS

COLUMN

13/16"x1"

SHORT-SLOT

HOLES

WF

COLUMN

3"

EPOXY WITH RE-500 BY

HILTI OR APPROVED EQUAL

DRILL AND EPOXY #4 DOWELS AT 4'-0"

O.C. (TYP. AT PERIMETER MIN. 4 EA. PAD)

#4 AT 12" O.C. E.W.

3/4" CHAMFER

(TYP.)

NOTES:

1. COORDINATE ANCHOR BOLT REQUIREMENTS FOR EQUIPMENT PRIOR

TO INSTALLATION OF HOUSEKEEPING PAD.

2. ALLOW PROPER CURE TIME OF EPOXY PRIOR TO PLACEMENT OF

CONRETE.

3" MIN.

1 1/2"

CLR.

REFER PLAN

VARIES-REFER

EQUIPMENT DRAW

INGS

6"

EACH WAY

CRITICAL EQUIPMENT DIMENSION 6"

VARIES

8"

OPENING

L4x3x1

/4 LL

V FOR SPANS < OR = TO

5'-0

"

L6x4x3

/8 LL

V FOR SPANS > 5'-

0" < 7'-

1"

L6x4x1

/2 LL

V FOR SPANS > 7'-

1" < 11'-0

"

SUPPORTING MEMBER

SUPPORTING

MEMBER

L4x3x1

/4 LL

V FOR SPANS < OR = TO

5'-0

"

L6x4x3

/8 LL

V FOR SPANS > 5'-

0" < 7'-

1"

L6x4x1

/2 LL

V FOR SPANS > 7'-

1" < 11'-0

"

L6x4x3/8 LLV FOR SPANS

> 7'-1" < 10'-0"

L5x3x1/4 LLV FOR SPANS

> 5'-0" < 7'-1"

L3x3x1/4 FOR SPANS

< OR = TO 5'-0"

L3x3x1/4x0'-4" (WELD TO

SUPPORTING MEMBER)

3/16

3/16TYP.

3/16TYP.

3/16

TYP. FOR ROOFOPENING FRAMESINSTALLED BEFORESTEEL DECK IS INPLACE

1/4

1/4

WELD ALL EXPOSEDSURFACES TYPICALFOR ROOF OPENINGFRAMES INSTALLEDAFTER STEEL DECKIS IN PLACE



OK CA #3888, EXP. 06/30/XX

engineering


6"


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06"

2


02

6"


04


04


04

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04

816

1 2 3 4 5 6 7 8 9

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1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:










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01/22/2021

623-CSI-103


06/30/21

SCALE: NONES-103

1 TYP. BASE PLATE DETAILSSCALE: NONES-103

2 TYP. SAWED JOINT (SJ)

SCALE: NONES-103

4 REINFORCING LAP LENGTHSSCALE: NONES-103

5 SINGLE PLATE SHEAR TAB CONNECTIONS (LRFD-AISC 14TH EDITION MANUAL)

SCALE: NONES-103

3 TYP. HOUSEKEEPING PAD

SCALE: 1" = 1'-0"S-103

6 TYP. ROOF OPENING FRAME AND MECHANICAL UNIT SUPPORT

B C

D

D

D.8

D.8 E F

5

6

A.2

A.3

6.1

5.1

4.1

1S-500

______

2S-500

______

3S-500

______

55'-7 1/2"

11'-3" 14'-9"

1'-11 1/2"

12'-4" 8" 8'-5 1/2" 6'-2 1/2"

23'-11"

16'-7"

7'-4"

9'-9 1/8"

24'-2"

7'-1"

3"

16'-10"

14'-5"

2'-1"

5'-0"

1'-7"

3'-11 3/4"

5'-6 5/16"

2'-8 1/4"

1'-3 1/2"

4'-11 3/4" 5'-5 5/8" 6'-5 1/2" 2'-5 7/8" 4'-0 1/4"

3'-7 3/4" 2'-1 1/4"

6" SLAB-ON-GRADEHSS3X3X1/4 /A

HSS3X3X1/4 /A

HSS3X3X1/4 /A

HSS3X3X1/4 /A

D.4 D.7

5.2

D.6D.5

8'-2" 4'-0" 2'-9 1/2"

3.9

EQ EQ EQ

S.J. TYP.S.J. TYP.

3EQ. SPACES=29'-4 1/4"

8'-3 7/8"

7'-11 7/8" 2

S-103

______

NOTE:

1. CONTRACTOR TO FIELD

VERIFY LOCATION OF

EXISTING PIERS AND

NOTIFY

ARCHITECT/ENGINEER WITH

ANY DISCREPENCIES.

2. COORDINATE THE FINAL

LOCATION OF MRI

EQUIPMENT WITH

MANUFACTURER AND

EXISTING PIERS. NOTIFY

ARCHITECT/ENGINEER WITH

ANY DISCREPENCIES.

1. FOUNDATION AND SLAB SUBGRADE SHALL BE PREPARED AS OUTLINED IN THE

STRUCTURAL GENERAL NOTES.

2. REFERENCE ELEVATION OF 100'-0" EQUALS DATUM FINISHED FLOOR ELEVATION FOR THE EXISTING BUILDING.

3. EXCEPT WHERE SHOWN OTHERWISE, SLABS-ON-GRADE SHALL BE 6” THICK

CONCRETE REINFORCED AS INDICATED IN GENERAL NOTES OVER A 15 MIL VAPOR RETARDER OVER A 4” BASE COURSE.

4. SLABS-ON-GRADE SHALL BE WATER CURED FOR A MINIMUM OF 7 DAYS BY

PONDING, SPRAYING, SPRINKLING OR BY USE OF SATURATED COVERINGS. THE

USE OF CURING COMPOUNDS FOR SLABS-ON-GRADE IS PROHIBITED.5. SAWED JOINTS (SJ) AND REQUIRED CONSTRUCTION JOINTS (CJ) ARE SHOWN ON

THE DRAWINGS. AT THE CONTRACTOR’S OPTION, ADDITIONAL CONSTRUCTION

JOINTS MAY BE PLACED AT LOCATIONS INDICATED TO BE SAWED JOINTS.

6. // INDICATES (2)#4 BARSx4’-0” TO BE PLACED IN SLAB-ON-GRADE AT ALL RE-ENTRANT CORNERS. RE-ENTRANT CORNERS ARE DEFINED AS INTERIOR

CORNERS WHERE JOINTS DO NOT OCCUR IN BOTH DIRECTIONS. SIMILAR BARS

SHALL BE PLACED AT ANY DISCONTINUOUS ENDS OF SAWED JOINTS OR

CONSTRUCTION JOINTS.7. REFER SHEET S-103 BASE PLATE INFORMATION.

FOUNDATION PLAN NOTES:

LEGEND:

W10X48/A

COLUMN SIZE

BASE PLATE TYPE



OK CA #3888, EXP. 06/30/XX

engineering


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06"

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02

6"


04


04


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1 2 3 4 5 6 7 8 9

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F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:










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60- S-200

FOUNDATION PLAN

WS

60

9 51BCR



01/22/2021

623-CSI-103


06/30/21

NO

RT

H

SCALE: 1/4" = 1'-0"S-200

1 FOUNDATION PLAN

B C D E E.5 F F.2

4

6

A.2

A.3

6.1

5.1

4.1

61'-2 1/2"

11'-3" 14'-9"

1'-11 1/2"

6'-2 1/2" 4'-0"

2'-1 1/2"

9'-1 1/2" 2'-10 1/2" 3'-4" 5'-7"

23'-11"

16'-7"

7'-4"

9'-9 1/8"

23'-11"

7'-1"

16'-10"

3"

W10x12

W10x12

W10x12

W14x22 (114'-10 3/8")

EXIST. W14x22 (SLOPES)

W14x22

(111'-2 5/8")

W14x22

(111'-7 5/8")

W14x22

(112'-0 3/8")

MRI CHILLER

4800 LBS

EF4

50 LBS.

EXIST.

EXIST. 6" LOAD BEARING

METAL STUD WALLS. TYP.

EXISTING 10 1/4" STRUCTURAL

INSULATED ROOF PANEL, TYP.

ACCU

1000 LBS.

1S-600

______

2S-600

______

3S-600

______

4S-600

______

D.4 D.7

5.2

D.6D.5

W10x12

8"Ø MRI

VENT

ANGLE FRAME

REFER 6/S-103, TYP.

T.O. STEEL

ELEV.= 114'-8"

T.O. STEEL

ELEV.= 115'-4"

3.9

T.O. STEEL

ELEV.= 114'-10 1/8"

SLOPE

W10x12

W10x12

W10x12

W10x12

4S-600

______

W10x12

W10x12

W10x12

W10x12

1. ALL DIMENSIONS SHALL BE VERIFIED WITH ARCH BY CONTRACTOR.

2. PRIOR TO INSTALLATION OF ARCHITECTURAL FINISHES ALL

DIMENSIONS SHALL BE FIELD VERIFIED WITH COMPLETED STRUCTURE.

3. FRAMING MATERIALS SHALL COMPLY WITH REQUIREMENTS OF

ARCHITECTURAL DRAWINGS, GENERAL NOTES AND TYPICAL

STRUCTURAL DETAILS.4. TOP OF STEEL ELEVATIONS AND SIP BEARING ELEVATIONS VARY.

REFER PLAN FOR TOP OF STEEL (T.O.S.). ALL ELEVATIONS ARE

BASED ON REFERENCE FINISH FLOOR ELEVATION OF 100’-0”.

5. COORDINATE LOCATIONS AND SIZES OF DECK PENETRATIONS WITH MECHANICAL AND ELECTRICAL DRAWINGS. ROOF PENETRATIONS

GREATER THAN 6 INCHES REQUIRE ANGLE SUPPORT FRAMES.

REFER TYPICAL DETAILS FOR ADDITIONAL INFORMATION.

6. ALL ELEVATED EQUIPMENT SHALL BE SUPPORTED BY STEEL FRAMING. GENERAL CONTRACTOR SHALL COORDINATE WITH THE

MECHANICAL CONTRACTOR TO VERIFY ALL SUPPORT LOCATIONS

SHOWN ON PLANS. REFER 6/S-103 FOR TYPICAL MECHANICAL UNIT

SUPPORT FRAME DETAIL.7. A MINIMUM 10 KIP (LFRD) REACTION SHALL BE USED WHERE

REACTIONS ARE NOT SHOWN ON THE DRAWINGS. REFER 5/S-103

FOR STANDARD CONNECTION INFORMATION.

8. REFER SHEET S-103 BASE PLATE INFORMATION.

9. REFER SHEET S-103 FOR TYPICAL STEEL DETAILS.10. REFER SHEET S-200 FOR COLUMN SIZES.

ROOF FRAMING PLAN NOTES:

FRAMING LEGEND:

W18x40 C=1.25" M120

(110'-0") [23] R19/31

NUMBER OF

SHEAR STUDS

NOTE:

ALL FORCES SHOWN ARE

FACTORED UNLESS NOTED

OTHERWISE.

BEAM CAMBER

BEAM SIZE

VERTICAL BENDING

MOMENT (KIP-FT)

TF20

TRANSFER FORCE OF AXIAL LOAD

THROUGH JOINT AND INTO

OPPOSING BEAM, BOTH TENSION

OR COMPRESSION (KIPS)

INDICATES MOMENT

CONNECTION

TOP OF STEEL

ELEVATION

LEFT VERTICAL SHEAR

REACTION (KIPS)

RIGHT VERTICAL SHEAR

REACTION (KIPS)

NOTE:

REACTIONS ARE SAME ON

EACH END IF ONLY ONE

REACTION IS SHOWN.



OK CA #3888, EXP. 06/30/XX

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6"


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Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:










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60- S-300

FRAMING PLAN

WS

60

10 51BCR



01/22/2021

623-CSI-103


06/30/21

NO

RT

H

SCALE: 1/4" = 1'-0"S-300

1 ROOF FRAMING PLAN

EXISTING DRILLED PIER TO REMAIN(4) #5 BENT DOWELS EMBED

12 1/2" INTO EXISTING WITH

HIT-HY 200 EPOXY AT EACH

PIER, TYP. U.N.O.

(5) #5 LONG. TOP AND

BOTTOM AND #5 CLOSED

TIES AT 12" O.C. EA. WAY

SLAB-ON-GRADEEDGE OF PIER

CAP BEYOND

ELEV.= 100'-0"FINISH FLOOR

6"

6"

2'-8"

FIELD

VERIFY

(6) #5 BENT DOWELS EMBED 12

1/2" INTO EXISTING WITH HIT-HY

200 EPOXY

(7) #5 LONG. TOP AND

BOTTOM AND #5 CLOSED

TIES AT 12" O.C. EA. WAY

NOTES:

1. SEISMIC ANCHORAGE OF MRI EQUIPMENT SHALL EXTEND INTO THE

PIER CAP.

2. SOIL BENEATH PIER CAP SHALL BE COMPACTED TO 95% OF A

STANDARD PROCTOR (ASTM D698) MAXIMUM DRY DENSITY AND

WITHIN +/-2% OF THE OPTIMUM MOISTURE CONTENT AND TESTED

BY A GEOTECHNICAL ENGINEER.

D

ELEV.= 100'-0"

FINISH FLOOR

EXIST. SLAB-ON-GRADE

EXISTING

GRADE BEAM

8"

EXISTING

DRILLED PIER

6"

F.V.

1'-0"

F

F.V.

11 3/4"4 5/8" F.V.

6"

F.V.

1'-2"

ELEV.= 100'-0"

FINISH FLOOR

SLAB-ON-GRADE

REFER PLAN

EXISTING INSULATED

CONCRETE WALLEXISTING BRICK

VENEER

EXTERIOR

GRADE

EXSTING GRADE

BEAM

EXISTING

DRILLED PIER



OK CA #3888, EXP. 06/30/XX

engineering


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06"

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06"

2


02

6"


04


04


04

8


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B

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D

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F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:










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60- S-500

FOUNDATION SECTIONS & DETAILS

WS

60

11 51BCR



01/22/2021

623-CSI-103


06/30/21

SCALE: 3/4" = 1'-0"S-500

1 SECTIONSCALE: 3/4" = 1'-0"S-500

2 SECTIONSCALE: 3/4" = 1'-0"S-500

3 SECTION

SLAB-ON-GRADE

EXISTING LOAD-BEARING

6" 18 GA. MTL. STUDS

AT 16" O.C.

MIN.

1"

STEEL BEAM

REFER PLAN

EXISTING STRUCTURAL

INSULATED PANEL

T.O.S.

ELEV.= VARIES

REFER PLAN

EXISTING 6" METAL

STUDS BEYOND

HSS STEEL COLUMN,

REFER PLAN

3" F.V.

F.V.

10 1/4"

3.9

EXISTING 6" METAL

STUDS BEYOND

MIN.

1"

HSS STEEL

COLUMN, REFER

PLAN

STEEL BEAM,

REFER PLAN, TYP.

EXISTING STRUCTURAL

INSULATED PANEL

(2) 2x6 TOP PLATE

AT MRI CHILLER

SUPPORT

T.O.S.

ELEV.= VARIES

REFER PLAN

3" F.V.

F.V.

10 1/4"

5.2

(2) 1/2"Ø LAG SCREWS AT

18" O.C. (3 1/2" MIN.

PENETRATION) PROVIDE

PUNCHED HOLES IN BEAM, TYP.PROVIDE TEMPORARY SHORING

AS REQUIRED FOR BEAM

INSTALLATION. MIN. SHORING

LOAD 350 PLF (D+LR).

INFILL BENEATH NEW

STEEL BEAM WITH 6"

18 GA. METAL STUDS

AND TRACKS

6

T.O.S.

ELEV.= REFER PLAN

F.V.

3"

F.V.

10 1/4"

STEEL BEAM,

REFER PLAN, TYP.

EXISTING STRUCTURAL

INSULATED PANEL

SEAT

L8x6x7/16x0'-8" (LLH) W/ 3/8

STIFFNER PL AND (2) 3/4"Ø

KWIK HUS-EZ ANCHORS BY HILTI

EMBED 4" TO WALL (5" GAGE)

EXISTING DOUBLE 2x

AND CONCRETE LEDGE

EXISTING ICF

CONCRETE WALL

LOCALLY REMOVE INSULATION

FOR BEAM SEAT INSTALLATION

3 1/2"

11 3/4"

6 1/4" 5

STEEL BEAM,

REFER PLAN, TYP.

EXISTING STRUCTURAL

INSULATED PANEL

PROVIDE SOLID BLOCKING AT

BEAM END, MECHANICAL

UNITS, OR OPENINGS, TYP.

EXISTING ICF

CONCRETE WALL

(2) 2x10 LEDGER BEYOND, FIELD LOCATE

SIMPON ICFVL CONNECTORS AND ADJUST

BEAM LOCATIONS TO CENTER BETWEEN

CONNECTORS. CAREFULLY DEMOLISH

EXISTING LINTEL FOR BEAM INSTALLTION

(MAXIMUM 6" DEMOLITION WIDTH)

F.V.

10 1/4"

NOTES:

1. REFER 2/2-600 FOR ADDITIONAL INFORMATION.

2. PROVIDE TEMPORARY SHORING AS REQUIRED FOR BEAM

INSTALLATION. MINIMUM SHORING LOAD 400 LBS (D+LR).

3"

T.O.S.

ELEV.= VARIES

REFER PLAN

3"

3"

1 1/2" 1 1/2"

LOCALLY REMOVE

INSULATION FOR

BEAM INSTALLATION

L3-1/2x3-1/2x1/4x0'-6"

WITH (2) 3/4"Ø KWIK

HUS-EZ ANCHORS BY HILTI

EMBED 4" TO WALL



OK CA #3888, EXP. 06/30/XX

engineering


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


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A

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1 2 3 4 5 6 7 8 9

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B

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D

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F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:










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FRAMING SECTIONS & DETAILS

WS

60

12 51BCR



01/22/2021

623-CSI-103


06/30/21

SCALE: 1" = 1'-0"S-600

1 SECTIONSCALE: 1" = 1'-0"S-600



4 SECTION

FD

CRU 1 CRU 2

B C D D.8 E F F.2

3

4

5

6

A.2A.3

6.1

5.1

4.1

2

MRI #1EQUIPMENT

ROOM122

EQUIPMENTROOM

124

MRI #1121

MRI #2123

CONTROLROOM

120

STAFF ROOM118

HAC116

PATIENTTOILET

119

LOBBY /WAITING

105

QUARANTINE107

STORAGE115

READ ROOM112

DRESSINGROOM 3

111

DRESSINGROOM 2

110

DRESSINGROOM

109

PATIENTTOILET

108

PATIENTSCREENING

106

PATIENTTRANSFER

113

ENTRYVESITBULE

104

CORRIDOR103

RECEPTION114

PATIENTHOLDING

117

6

2

54

9

3

1

10

NOTE:

WINDOW OPENING TO BE MODIFIED FOR USE AS PRIMARY CONSTRUCTION ENTRANCE. CRATE & STORE ANY REMOVED GLASS & ALUM EXTRUSION TO ACCOMMODATE ACCESS. PROTECT ALL REMAINING GLAZING ELEMENTS PRIOR TO START OF WORK.

11

1111

11

11

11

SCOPE BOUNDARY

10

1

10

88

D.4 D.7D.6D.5

NOTE:

SIZE AND LOCATION OF ALL OPENINGS THAT ARE TO BE DEMOLISHED FOR EQUIPMENT ARE TO BE COORDINATE WITH EQUIPMENT MANUFACTURER

KEY PLAN

N

EXISTING WALL CONSTRUCTION TO BE DEMOLISHED IN ITS ENTIRETY

EXISTING DOOR AND FRAME TO BE DEMOLISHED IN THEIR ENTIRETY

EXISTING WINDOW AND FRAME TO BE DEMOLISHED IN THEIR ENTIRETY

EXISTING WALLS TO REMAIN

AREA OF NO WORK

AREA OF DEMOLITION / RENOVATION

DEMOLITION PLAN LEGEND


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

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A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

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B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:


SPUR DESIGN, LLC









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60-AD-101

ARCHITECTURAL DEMOLITION FLOOR

PLAN

BHR

60

13 52JDP



12/22/2021

623-CSI-103


N

1/4" = 1'-0"

LEVEL 1 - DEMOLITION PLAN1

DEMOLITION KEYNOTES

1 REMOVE EXISTING 2" LIGHTWEIGHT CONCRETE FLOORING

2 REMOVE & DISPOSE OF CASEWORK & COUNTERTOP

3 REMOVE FINISH FLOORING TO EXTENT INDICATED

4 DEMO PARTITION IN ITS ENTIRETY TO 7-4" ABOVE FINISH FLOOR

5 REMOVE HM FRAME & DOOR FOR TURNOVER TO VA

6 REMOVE DOOR AND FRAME AND RETURN TO VA

8 DEMO TO ROUGH OPENING OF MRI PENETRATION EQUIPMENT

9 DEMO TO ROUGH OPENING OF NEW DOOR

10 REMOVE & DISPOSE OVERHEAD LIGHT FIXTURES

11 PATCH & REPAIR TO ACCOMMODATE TIGHT FIT TO NEW BASETRIM

FD

CRU 1 CRU 2

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 TYPE 4 PARTITIONS UNLESS OTHERWISE NOTED. REFER TO PARTITION TYPE SHEET FOR WALL TYPES.

3. REFER TO DOOR SCHEDULE & DETAILS SHEET (53-AS-901) FOR DOOR INFORMATION.

4. REFER TO GLAZING ELEVATIONS & DETAILS SHEET (53-AS-902) FOR WINDOW INFORMATION.

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

6. 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.

7. FURR AROUND ALL COLUMN PROTRUSIONS AS NEEDED UNLESS NOTED OTHERWISE.

8. ALL NEW WALLS TO RECEIVE TEXTURE AND PAINT FINISH TO MATCH ADJACENT SPACES.B C D D.8 E F F.2

3

4

5

6

A.2A.3

6.1

5.1

4.1

2

MRI #1EQUIPMENT

ROOM122

EQUIPMENTROOM

124

MRI #1121

MRI #2123

CONTROLROOM

120

STAFF ROOM118

HAC116

PATIENTTOILET

119LOBBY /WAITING

105

QUARANTINE107

STORAGE115

READ ROOM112

DRESSINGROOM 3

111

DRESSINGROOM 2

110

DRESSINGROOM

109

PATIENTTOILET

108

PATIENTSCREENING

106

PATIENTTRANSFER

113

ENTRYVESITBULE

104

CORRIDOR103

RECEPTION114

PATIENTHOLDING

117

4A4A

4A

4A

4A4A

4A

4B

4B

123

124 123A

60-AE-701

1

EXISTING PRIVACY CURTAIN & TRACK

11'-3" 14'-9" 1'-11 1/2" 6'-2 1/2" 4'-0" 2'-1 1/2" 8" 8'-5 1/2" 6'-2 1/2" 5'-7"

61'-2 1/2"

7'-4

"16

'-7"

23'-4

1/2

"14

'-10"

62'-1

1/2

"

16'-7

"

7'-4

"

23'-1

1"

9'-9 1/4"

17'-10 1/2"

27'-7 3/4"

SCOPE BOUNDARY

FEC

60-AE-901 1

NEW GAUSS BARRIER / GUARDRAIL

+/-9'-0"

EXISTING RETAINING WALL

ELECTRICALROOM1C102

ELECTRICALROOM1C100

5'-6"

6"

1'-4

"

A

5/8" GYP APPLIED TO ALL EXISTING 6" METAL FRAMING TO DECK

60-AE-201

2

60-AE-701

2

60-AE-701

3

1'-8"

5"

1'-0" 6'-4" 1'-0 1/2"

9'-6

1/4

"

VE

RIF

Y

6'-8

3/4

"

5'-11 3/8"(+/-) 4'-0"(+/-)

D.4 D.7D.6D.5

1A

60-AE-201

3

5'-0

"2'

-0 7

/8"

9'-0"

3'-6

"

(CENTERLINE)4" MAX.

EXISTING GUARDRAIL

NEW FENCE TO MATCH EXISTING GUARDRAIL

3"

KEY PLAN

N

AP

PR

OX

. 48"

A.F

.F.

SUSPENDED PLASTIC ZIPPER WALL CURTAIN BARRIER -SEAL ALL EDGES

POST ICRA, ILSM, FIRE INSPECTION SHEETS VISIBLE TO PUBLIC

CLASS II ICRA BARRIER


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

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A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:


SPUR DESIGN, LLC









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ARCHITECTURAL FLOOR PLAN

BHR

60

14 52JDP



12/22/2021

623-CSI-103


GENERAL FLOOR PLAN NOTES

N

1/4" = 1'-0"

LEVEL 1 - FLOOR PLAN1

1/4" = 1'-0"

GUARDRAIL ELEVATION2

3/4" = 1'-0"

ICRA DETAILS3

FD

CRU 1 CRU 2

B C D D.8 E F F.2

3

4

5

6

A.2A.3

6.1

5.1

4.1

2

MRI #1EQUIPMENT

ROOM122

EQUIPMENTROOM

124

MRI #1121

MRI #2123

CONTROLROOM

120

STAFF ROOM118

HAC116

PATIENTTOILET

119LOBBY /WAITING

105

QUARANTINE107

STORAGE115

READ ROOM112

DRESSINGROOM 3

111

DRESSINGROOM 2

110

DRESSINGROOM

109

PATIENTTOILET

108

PATIENTSCREENING

106

PATIENTTRANSFER

113

ENTRYVESITBULE

104

CORRIDOR103

RECEPTION114

PATIENTHOLDING

117

123

18

1

19

78

14

17

16

5

3

4

9

2

12

10

13

11

6

PENETRATIONSCABINET

122B

SCOPE BOUNDARY

9'-0

"

12'-11 47/64"

5 GAUSS LINE

VE

RIF

Y

6'-8

3/4

"

15

D.4 D.7D.6D.5

20

21

KEY PLAN

N


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:


SPUR DESIGN, LLC









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60-AE-202

ARCHITECTURAL EQUIPMENT PLAN

BHR

60

15 52JDP



12/22/2021

623-CSI-103


N

1/4" = 1'-0"

LEVEL 1 - EQUIPMENT PLAN1

GE MRI EQUIPMENT SCHEDULEITEM # PROVIDED / INSTALLED DESCRIPTION

1 VA / GE 3T MAGNET

1 3T MAGNET

2 VA / GE PATIENT TABLE - FIXED

2 PATIENT TABLE - FIXED

3 VA / GE MAGNET RUNDOWN UNIT

4 VA / GE PHANTOM SET STORAGE CABINET

5 VA / GE INTEGRATED SYSTEMS PENETRATION PANEL

6 VA / GE INTEGRATED COOLING PENETRATION PANEL

7 VA / GE INTEGRATED SYSTEMS CABINET

8 VA / GE INTEGRATED COOLING CABINET

9 VA / GE MAGNET MONITOR

10 VA / GE OPERATOR CONSOLE COMPUTER

11 VA / GE OPERATOR WORKSPACE

12 VA / GE PNEUMATIC PATIENT ALERT

13 VA / GE MUSIC SYSTEM

14 VA / GE MAIN DISCONNECT PANEL

15 VA / GE INJECTOR ON PEDESTAL

16 VA / GE WATER BYPASS

17 VA / GE WATER FILTER

18 VA / GE REMOTE GRAPHIC DISPLAY

19 VA / GE OPERATOR DESK

20 VA / GE COUNTER TOP

21 VA / GE INJECTOR CONTROL

NOTE:CONTRACTOR IS RESPONSIBLE FOR MOVING ALL MRI ASSOCIATED EQUIPMENT UPON DELIVERY INTO IT'S DESIGNATED LOCATION PER MANUFACTURER'S REQUIREMENTS.

CRU 1 CRU 2

EXIT LIGHT

2' x 2' ACT CEILING

GYP BD CEILING

2 x 2 LIGHT FIXTURE

RETURN AIR GRILLE

SUPPLY AIR GRILLE

EXHAUST AIR GRILLE

A.F.F.1'-0" CEILING HEIGHT, ABOVE FINISH FLOOR

EXISTING RECESSED CAN LIGHT

SUSPENDED LIGHT FIXTURE

2 x 4 LIGHT FIXTURE

CRYOGEN VENT PIPE

RECESSED CAN LIGHT

1. ALL CEILINGS 9'-0" A.F.F. U.N.O.

2. ALL SURFACES OF FURRDOWNS TO BE PAINTED P1 U.N.O.

3. RECESSED LINEAR FIXTURE TO COORDINATE WITH RECEPTION DESK PRIVACY PARTITIONS BELOW.

4. PROVIDE HOLD DOWN CLIPS AT VESTIBULES AND AREA NEAR EGRESS DOORS.

MRI #1EQUIPMENT

ROOM122

EQUIPMENTROOM

124

MRI #1121

MRI #2123

CONTROLROOM

120

STAFF ROOM118

HAC116

PATIENTTOILET

119LOBBY /WAITING

105

QUARANTINE107

STORAGE115

READ ROOM112

DRESSINGROOM 3

111

DRESSINGROOM 2

110

DRESSINGROOM

109

PATIENTTOILET

108

PATIENTSCREENING

106

PATIENTTRANSFER

113

ENTRYVESITBULE

104

CORRIDOR103

RECEPTION114

PATIENTHOLDING

117

10'-0"

PENETRATIONSCABINET

122B


SCOPE BOUNDARY

CABLE TRAY ABOVE, REF. ELEC.

MRI CLEARANCE LINE BELOW

KEY PLAN

N


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:


SPUR DESIGN, LLC









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60-AE-301

ARCHITECTURAL REFLECTED CEILING

PLAN

BHR

60

16 52JDP



12/22/2021

623-CSI-103


CEILING LEGEND

GENERAL RCP NOTES

N

1/4" = 1'-0"

LEVEL 1 - REFLECTED CEILING PLAN1

MRI #1ACCU

MRI # 1

CHILLER

MRI # 2

CHILLER

MRI #2 CRYOGEN VENT PIPE

UPBLAST EXHAUST FAN

60-AE-701

13/8

" / 1

'-0

"

3/8" / 1'-0"

MRI #2

ACCU

EXISTING DUCTING

3/8

" / 1

'-0

"

3'-4" 12'-0"8'-0"

3'-4"

3'-4

"3'

-4"9'-0

" EXISTING SHIPS LADDER

EXISTINGLADDER

DS

OS

DS

OS

DS OS

EXISTING WALK PATH

EXISTING WALK PATH

EXCLUSION ZONE

PROVIDE CRYOGENIC QUENCH VENT EXCLUSION ZONE AS SHOWN. THE EXCLUSION ZONE SHALL BE CLEARLY MARKED.

CORRDINATE SIZE, LOCATION, AND MARKINGS WITH MRI MANUFACTURER

60-AE-701

2

60-AE-701

3

60-AE-401

2

60-AE-401

3

60-AE-401

3 (SIM)

USE ONE CONTINUOUS SHEET OF REINFORCED MEMBRANE TO WRAP AROUND CURB OR FORM FROM COATED METAL

INSTALL OUTSIDE CORNERS PER MANUFACTURER'S RECOMMENDATIONS

NOTES:1. BONDING ADHESIVE IS NOT REQUIRED WHEN FLASHING HEIGHT IS 12" OR LESS

AND MEMBRANE IS FASTENED "AS SHOWN" AT TOP OF CURB.

2. WHEN TERMINATION BAR IS USED BENEATH THE COUNTER FLASHING, BONDING ADHESIVE CAN BE ELIMINATED WHEN THE FLASHING HEIGHT IS 18" OR LESS.

3. FLASHING MEMBRANE FASTENED APPROXIMATELY 12" O.C. IF FASTENER PENETRATES METAL COUNTER FLASHING, USE NEOPRENE WASHER OR APPLY WATER CUT-OFF MASTIC UNDER COUNTER FLASHING OR CAULK FASTENER HEAD.

4. APPROXIMATELY 1/8" BEAD OF CUT-EDGE SEALANT IS REQUIRED ON CUT EDGES OF REINFORCED MEMBRANE.

5. REFER TO SPECIFICATION FOR ACCEPTABLE FASTENERS AND PLATES.

6. INSTALL ALL COMPONENTS IN ACCORDANCE WITH CURRENT ROOF WARRANTY

COUNTER FLASHING

CURB FLASHING

BONDING ADHESIVE

RIGID INSULATION BOARDINSULATEDMTL. CURB

GASKETED FASTENER

RTU

HOT DIPPED GLAVANIZED ROOF NAILS

HOT AIR WELD

ROOFING MEMBRANE

BONDING ADHESIVE

CONT. BEAD OF WATERBLOCK

FASTENER

WOOD NAILER

WOOD NAILER

NEW VENT THRU ROOF, REF: MECHANICAL

NEW PRE-MANUFACTURED PIPE FLASHING SLEEVE

EXISTING ROOFING MEMBRANE AND ROOFING SYSTEM

SET FLASHING IN FULL BED OF MASTIC ALL AROUND

WATER CUT-OFF MASTIC ALL AROUND

NOTE:INSTALL VENT, FLASHING, AND ALL COMPONENTS IN ACCORDANCE WITH CURRENT ROOF WARRANTY


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:


SPUR DESIGN, LLC









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60-AE-401

ARCHITECTURAL ROOF PLAN

BHR

60

17 52JDP



12/22/2021

623-CSI-103


N

1/4" = 1'-0"

ROOF PLAN13" = 1'-0"

SECTION DETAIL - CURB DETAIL2

1 1/2" = 1'-0"

VENT THROUGH ROOF3

LEVEL 10"

C D D.8 E F

T.O. MASONRY 218'-0"

CONTROLROOM

120

MRI #2123

AR

CH

ITE

CT

UR

AL

CE

ILIN

G

10'-0

"

RF

SH

IELD

EN

CLO

SU

RE

12'-6

"

18'-0

"

124

123A

2" ISOLATION CAVITY BETWEEN PARENT WALL & RF SHIELDING WALL, TYP

REMOVED & REINSTALLED STOREFRONT SYSTEM W/ NEW RF SHIELDED GLAZING

NEW 5/8" GYP BOARD TO DECK TO CREATE RATED ENCLOSURE

EXISTING ICF WALL SYSTEM W/ BRICK VENEER

EXISTING SIP ROOF SYSTEM W/ TPO ROOFING MEMBRANE

EXISTING 6" METAL STUD FRAMED WALL, UNFINISHED MRI SIDE

60-AE-701

2

60-AE-701

3

RF SHIELDED CEILING SYSTEM

2X2 LAY-IN CEILING SYSTEM

NEW 6" SLAB ON GRADE, REF STRUCTURAL

NEW MRI FOUNDATION ON EXISTING PIERS, REF

STRUCTURAL

A

NEW 5/8" GYP BOARD ON EXISTING METAL STUD FRAMING,

INSTALLED TO DECK

60-AE-901

6

60-AE-901

5

60-AE-901

12

D.4 D.7D.6D.545

LEVEL 10' - 0"

T.O. MASONRY18' - 0"

60-AE-701

15

4

NEW 6" SLAB ON GRADE, REF STRUCTURAL

NEW MRI FOUNDATION ON EXISTING PIERS, REF STRUCTURAL

MRI #2123

LOBBY /WAITING

105


REPLACE EXISTING GLAZING W/ RF SHEILDED GLASS



LEVEL 10' - 0"


60-AE-401

3

AR

CH

ITE

CT

UR

AL

CE

ILIN

G

10'-0

"

RF

SH

IELD

EN

CLO

SU

RE

12'-6

"

4 5 6

LEVEL 10' - 0"


60-AE-701

1

5 6

4

RF SHIELDED PATIENT VIEWING WINDOW

EQUIPMENTROOM

124

MRI #2123

LOBBY /WAITING

105

123 A 123A

3'-0

"4'

-0"

5'-0"




NEW 5/8" GYP BOARD ON EXISTING METAL STUD FRAMING, INSTALLED TO DECK

NEW 5/8" GYP BOARD ON EXISTING METAL STUD FRAMING, INSTALLED TO DECK

LEVEL 10' - 0"


AR

CH

ITE

CT

UR

AL

CE

ILIN

G

10'-0

"

RF

SH

IELD

EN

CLO

SU

RE

12'-6

"


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:


SPUR DESIGN, LLC









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60-AE-701

ARCHITECTURAL BUILDING SECTIONS

BHR

60

18 52JDP



12/22/2021

623-CSI-103


1/4" = 1'-0"

BUILDING SECTION11/4" = 1'-0"

BUILDING SECTION21/4" = 1'-0"

BUILDING SECTION3

SDF (STATIC DISSIPATIVE FLOORING)

RSF (RESILIANT SHEET FLOORING)

MATCH EXISTING (FLOOR FINISH IN THIS AREA TO MATCH EXISTING ADJACENT FLOOR FINISH)

1. ALL WALLS TO BE PAINTED P1, UNLESS NOTED OTHERWISE. REFERENCE ROOM FINISH SCHEDULE FOR EXCEPTIONS.

2. ALL WOOD DOORS AND WOOD FRAMES TO BE FINISHED WITH STAIN, UNLESS NOTED OTHERWISE.

3. ALL HOLLOW METAL FRAMES TO BE PAINTED P3, UNLESS NOTED OTHERWISE.

4. ALL FLOOR FINISH TRANSITIONS TO BE CENTERED UNDER DOOR PANEL WHEN DOOR IS IN CLOSED POSITION.

5. ASBESTOS OR ASBESTOS CONTAINING PRODUCTS ARE NOT ALLOWED IN ANY ASPECT OF THIS CONSTRUCTION.

6. COORDINATE ALL DISCIPLINES AND ALL ASPECTS OF WORK. CONFLICTS AND DISCREPENCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY.

7. ALL CONCRETE SURFACES WHICH RECEIVE A SPECIAL FINISH, FLOOR COVERING, COATINGS, HARDENERS, ETC. SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFIC FINISH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. PRIOR TO APPLICATION OF A SPECIAL FINISH, A WRITTEN ACCEPTANCE OF THE SURFACE SHALL BE SUBMITTED TO THE ARCHITECT BY THE GENERAL CONTRACTOR.

8. REMOVE ALL FLOOR FINISHES AND ADHESIVES AND STRIP FLOOR DOWN TO EXISTING CONCRETE. PREP FLOOR FOR INSTALLATION OF NEW FLOOR FINISHES AS SHOWN.

MRI #1EQUIPMENT

ROOM122

EQUIPMENTROOM

124

MRI #1121

MRI #2123CONTROL

ROOM120

STAFF ROOM118

HAC116

PATIENTTOILET

119LOBBY /WAITING

105

QUARANTINE107

STORAGE115

READ ROOM112

DRESSINGROOM 3

111

DRESSINGROOM 2

110

DRESSINGROOM

109

PATIENTTOILET

108

PATIENTSCREENING

106

PATIENTTRANSFER

113

ENTRYVESITBULE

104

CORRIDOR103

RECEPTION114

PATIENTHOLDING

117


SCOPE BOUNDARY

ELECTRICALROOM1C102

ELECTRICALROOM1C100

PENETRATIONSCABINET

122B

KEY PLAN

N


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:


SPUR DESIGN, LLC









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60-AE-801

ARCHITECTURAL FINISH FLOOR PLAN &

FINISH SHCEDULES

BHR

60

19 52JDP



12/22/2021

623-CSI-103


FLOOR FINISHES LEGEND

GENERAL FINISH NOTES

N

1/4" = 1'-0"

LEVEL 1 - FINISH FLOOR PLAN1

ROOM FINISH SCHEDULE

ROOM # ROOM NAMEFLOOR FINISHES WALL FINISHES

CEILING COMMENTSMATERIAL BASE NORTH EAST SOUTH WEST

1C-100A IT/PHONE CLOSET

120 CONTROL ROOMMATCH EXISTING ADJACENT

FLOOR FINISHMATCH EXISTINGADJACENT BASE

PAINT, MATCH EXISTINGADJACENT WALL COLOR




EXISTING TO REMAIN

122B PENETRATIONS CABINET RSF RSF P1 P1 P1 P1 NO CEILING

123 MRI #2 RSF RSF P1 P2 P1 P1 ACT

124 EQUIPMENT ROOM SDF RB P1 P1 P1 P1 NO CEILING

SCHEDULE FOR FINISHES

ABBREV DESCRIPTION MANUFACTURER SERIES/COLLECTION COLOR SIZE NOTES

ACT ACOUSTICAL TILE ARMSTRONG CALLA HEALTH ZONE, SQUARE TEGULAR 15/16" WHITE 24" X 24"` ALUMINUM 15/16" CO-EXTRUDED CLEAN ROOM GRID, WHITE

P1 PAINT (FIELD) SHERWIN WILLIAMS - SW 7555 PATIENCE -

P2 PAINT (ACCENT) SHERWIN WILLIAMS - SW 6515 LEISURE BLUE -

P3 PAINT (HOLLOW METAL FRAMES) SHERWIN WILLIAMS - SW 6514 RESPITE -

RB RUBBER BASE TARKET STANDARD TOE 80 FWAN 6"

RSF RESILIENT SHEET FLOORING ARMSTRONG DECOART, REJUVENATIONS, AMBIGU 38501 ALCHEMY, GOLDEN TREASURE 79" X 984" TROWLED 6" UP WALL & CAPPED WITH ALUMINUM TRIM TO FORM INTEGRAL BASE

SDF STATIC DISAPATIVE FLOORING ARMSTRONG ELECTRIC DISSIPATIVE EXCELON SDT BEACH 51960 12" X 12"

STAIN WOOD STAIN (DOOR & FRAME) MINWAX - FALLEN CYPRESS -

TR1 TRANSITION STRIP (RUBBER REDUCER) TARKET WHEELED TRAFFIC TRANSITIONS 80 FWAN SIZED TO FIT APPLICATION

F

SCHED. DIM.

SC

HE

D. D

IM.

SCHED. DIM.

SC

HE

D. D

IM.

FF EL

BF

BI-FOLD FLUSHFLUSH

DF

SCHED. DIM.

SC

HE

D. D

IM.

DOUBLE-FLUSH

EQ EQ EQ EQ EQ EQ

A

2"

1/2"

INT. STUD WALLS

WALL THICKNESS AT 1/2"

RE: DOOR SCHEDULE

FRAME DEPTH

3/4"

RE: DOOR SCHEDULE

FRAME DEPTH

B2

B

B

B

1

A

A

A

SC

HE

D. D

IM.

3/4"

3/4"

DIM.

SCHED. 3/4"

2"S

CH

ED

. DIM

.

2"

DIM.

SCHED. 2"

FF EL

RF SHIELDED HOLLOW METAL FRAME AS SCHEDULED

RF SHIELDED DOOR AS SCHEDULED

DOUBLE STUD JAMB FRAMING, TYP

RF SHIELDING ON GALV METAL STUD FRAMING,REF PARTITION TYPES

5/8" GYP BOARD ON GALV METAL STUD FRAMING


CONTINUOUS SEALANT, BOTH SIDES, TYP

RF SHIELDED HOLLOW METAL DOOR FRAME AS SCHEDULED

5/8" GYP BOARD OVER RF SHIELDING

3 5/8" GALV METAL STUD FRAMING @ 16" OC

HOLLOW METAL FRAME AS SCHEDULED

DOOR AS SCHEDULED

PARTITION PER PLAN

CONTINUOUS SEALANT, TYP

HOLLOW METAL FRAME AS SCHEDULED

DOOR AS SCHEDULED

SEALANT EACH SIDE (TYP)

DOUBLE STUDS BACK TO BACK

PARTITION PER PLAN

ADJACENT WALL4"TYP.

RF SHIELDED WINDOW FRAME SYSTEM

5/8" GYP BOARD OVER RF SHIELDING

RF SHIELDED WINDOW ASSEMBLY WITH GLAZING

2" 3 5/8"

EXISTING 6" METAL FRAMING MODIFIED FOR NEW ROUGH OPENING NEW 5/8" GYP BOARD INSTALLED TO DECK

BOX HEADER @ DEMO'D ROUGH OPENING

FLUSH JOIN & MATCH EXISTING WALL FINISH

SHIMMING AS REQUIRED

3 5/8" GALV METAL STUD FRAMING @ 16" OC

BOX HEADER @ ROUGH OPENING

GALV METAL STRAPPING


DOOR TRANSITION,REQ. FOR RF DOOR SYSTEM

RADIATION SHIELDED DOOR SWEEP

RF SHIELDED FRAME BEYOND

FINISH FLOOR

RF FLOOR TILE BETWEEN HAT AND FLAT JOINTS

RF FLOOR PANEL

2 LAYERS OF 1/8" PARTICLE BOARD

VAPOR BARRIER

DOOR AS SCHEDULED

NO TRANSITION @ SILL

ACOUSTIC DOOR SWEEP

FLOORING AS SCHEDULED

HM FRAME BEYOND

5'-0"4'

-0"

SIL

L H

EIG

HT

3'-0

"

A

FF EL

5

5SIM

2'-0

"4'

-0"

2'-0

"

4'-0" 4'-0"

8'-0"

8'-0

"

REINSTALL EXISTING GLAZING UPON CLOSURE OF CONSTRUCTION ENTRANCE

EXISTING WINDOW FRAMING TO REMAIN

60-AE-901

6

LEVEL 10"

EXTERIOR BRICK

5/8" GYPSUM BOARD

INSULATED CONCRETE FORMS

STEEL ANGLE

SEALANT AND BACKER ROD



RF SHIELDED WINDOW FRAME SYSTEM

2"

LEVEL 10"

5/8" GYPSUM BOARD

3 5/8" METAL STUDS @ 16" OC

RF WALL PANEL

3 5/8" GALVANIZED CHANNEL AT FLOOR AND CEILING

WALLBASE

FINISH FLOOR

RF FLOOR TILE BETWEEN HAT AND FLAT JOINTS

RF FLOOR PANEL

2 LAYERS OF 1/8"PARTICLE BOARD

SLAB RECESS

VAPOR BARRIER

2"

1 3/

4"

SEALANT EACH SIDE (TYP)

DOUBLE STUDS BACK TO BACK

PARTITION PER PLAN

2X FIRE RATED WOOD BLOCKING

60 MIN VENEER WOOD DOOR FRAME

PARTITION PER PLAN

CONTINUOUS SEALANT, TYP EACH SIDE

METAL STUD BOX BEAM HEADER

60 MIN VENEER WOOD DOOR FRAME

2X FIRE RATED WOOD BLOCKING


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:


SPUR DESIGN, LLC









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60-AE-901

DOOR & WINDOW SCHEDULE

BHR

60

20 52JDP



12/22/2021

623-CSI-103


DOOR PANEL TYPES DOOR FRAME PROFILESDOOR FRAME TYPES

DOOR SCHEDULE

MARK

OPENING DOOR PANEL FRAME DETAILS

FIRE RATING HARDWARE SET COMMENTSWIDTH HEIGHT MATERIAL FINISH TYPE MATERIAL FINISH TYPE HEAD JAMB SILL

123 4'-0" 7'-0" WD STAINED F WD STAINED 2 8 7 9 90 MIN 403W RF SHIELDED, UL-10C, UL-1784

123A 6'-0" 7'-0" WD STAINED BF WD STAINED 2 8 7 9 90 MIN 012 RF SHIELDED, UL-10C, UL-1784

124 4'-6" 7'-0" HM PAINTED DF HM PAINTED 1 3 2 4 212S

3" = 1'-0"

DOOR JAMB - RF SHIELDED73" = 1'-0"

DOOR HEAD - RF SHIELDED8

3" = 1'-0"

HOLLOW METAL DOOR HEAD - TYP3 3" = 1'-0"

HOLLOW METAL DOOR JAMB - TYP23" = 1'-0"

WINDOW HEAD & SILL - RF SHIELDED5

3" = 1'-0"

DOOR THRESHOLD - RF SHIELDED9

3" = 1'-0"

DOOR THRESHOLD - TYP4

WINDOW TYPES3/8" = 1'-0"

EXISTING WINDOW ELEVATION1

3" = 1'-0"

EXTERIOR GLAZING6

1 1/2" = 1'-0"

LOWER WALL AND MODULAR FLOOR SYSTEM12 3" = 1'-0"

WOOD DOOR JAMB - TYP103" = 1'-0"

WOOD DOOR HEAD - TYP11

A B C D E F G H I

8 ANY OTHER SYSTEM TROUBLE X X X 8

SYSTEM INPUTS

FA

CU

AN

NU

NC

IAT

ION

AC

TIV

AT

E C

OM

MO

N A

LA

RM

SIG

NA

L I

ND

ICA

TO

R

AC

TIV

AT

E A

UD

IBLE

ALA

RM

SIG

NA

L

AC

TIV

AT

E C

OM

MO

N S

UP

ER

VIS

OR

Y S

IGN

AL I

ND

ICA

TO

R

AC

TIV

AT

E A

UD

IBLE

SU

PE

RV

ISO

RY

SIG

NA

L

AC

TIV

AT

E C

OM

MO

N T

RO

UB

LE

SIG

NA

L I

ND

ICA

TO

R

AC

TIV

AT

E A

UD

IBLE

TR

OU

BLE

SIG

NA

L

DIS

PLA

Y/P

RIN

T C

HA

NG

E O

F S

TA

TU

S

NO

TIF

ICA

TIO

N

AC

TIV

AT

E T

EM

PO

RA

L 3

ALE

RT

TO

NE

AN

D P

RE

-RE

CO

RD

ED

FIR

E

EV

AC

UA

TIO

N M

ES

SA

GE

TH

RO

UG

HO

UT

BU

ILD

ING

AC

TIV

AT

E S

TR

OB

ES

TH

RO

UG

HO

UT

BU

ILD

ING

ALARM CONDITIONS A B C D E F G H I

1 SMOKE DETECTOR - SPOT TYPE X X X X X 1

TROUBLE CONDITIONS A B C D E F G H I

2 AC POWER FAILURE X X X 2

3 LOW BATTERY X X X 3

4 OPEN CIRCUIT X X X 4

5 GROUND FAULT X X X 5

6 NOTIFICATION APPLIANCE CIRCUIT SHORT X X X 6

7 REMOTE POWER SUPPLY COMMON TROUBLE X X X 7

FACU

SPD

GROUND FLOOR

1

NOTES:1. TO DEDICATED 120VAC BRANCH CIRCUIT2. EXISTING FIRE ALARM CONTROL UNIT3. THIS RISER DIAGRAM IS INTENDED ONLY TO CAPTURE THE SYSTEM

DESIGN INTENT, PANEL CONNECTIONS, AND GENERAL CIRCUIT ROUTING REQUIREMENTS. EXACT QUANTITIES AND TYPES OF DEVICES NECESSARY TO ACCOMPLISH THE DESIGN GOALS ARE NOT INDICATED. THE INTENT OF THIS RISER DIAGRAM IS TO INDICATE THE GENERAL SYSTEM CONFIGURATION AFTER SUCCESSFUL COMPLETION OF THE PROJECT.

2

sS

3

s

FACUEXISTING FIRE ALARM/MASS NOTIFICATION CONTROL UNIT

FIRE ALARM LEGEND

SPD EXISTING SURGE PROTECTIVE DEVICE

s EXISTING SMOKE DETECTOR - SPOT TYPE

S NEW SPEAKER

SYMBOL MODIFIERS

nW WATT TAP

OUT OF SCOPE AREA

S EXISITNG SPEAKER

EXISTING STROBE

s NEW SMOKE DETECTOR - SPOT TYPE

1. EXPANSION OF THE EXISTING FIRE ALARM SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE VA FIRE PROTECTION DESIGN MANUAL-SEVENTH EDITION, NFPA 70-2020, AND NFPA 72-2019. FIRE ALARM CONTRACTOR IS RESPONSIBLE FOR DEVELOPING CALCULATIONS AND SHOP DRAWINGS.

2. SYSTEM MODIFICATION SHALL BE CONSIDERED WITH RESPECT TO FLOOR PLAN CHANGES.

3. NOTIFICATION APPLIANCES SHALL MATCH EXISTING MANUFACTUER (EST) AND MODEL (G1F-VM) OR BE COMPATIBLE WITH THE EXISTING SYSTEM. SPEAKERS AND STROBES SHALL BE WHITE FINISH TO MATCH EXISTING DEVICES.

4. CONTRACTOR SHALL COORDINATE WITH OWNER REGARDING ALL MODIFICATIONS WHICH MAY AFFECT EXISTING HOSPITAL SYSTEMS. COORDINATE AND VERIFY DEMOLITION OR RELOCATION OF ITEMS WITH OWNER PRIOR TO COMMENCING WORK TO PREVENT INTERRUPTION OF SERVICE.

5. SMOKE DETECTION SHALL BE PROVIDED THROUGHOUT THE RENOVATED AREA. WHERE EXISTING SMOKE DETECTION IS DEMOLSIHED, ALL DEVICES SHALL BE KEPT IN GOOD WOKRING ORDER OR REPLACED IN THE LOCATION NOTED ON THE DESIGN DRAWINGS.

6. PRIVATE MODE NOTIFICATION WILL BE APPLIED TO THE MRI SCAN ROOM, NO MINIMUM AUDIBILITY REQUIRED. MINIMUM AUDIBILITY REQUIRED FOR MRI EQUIPMENT ROOM IS 45 dBA.

7. FIRE ALARM INPUT/OUTPUT MATRIX IS PROVIDED FOR DEVICES LOCATED IN THE PROJECT AREA. ALL OTHER INPUTS SHALL MATCH EXISTING PANEL.

FIRE ALARM GENERAL NOTES:


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

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B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:


SPUR DESIGN, LLC







The information on this document is preliminary or

incomplete, not for construction, recording

purposes, or implementation.



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FIRE ALARM GENERAL NOTES, RISER,

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SCALE: NONE1FIRE ALARM INPUT/OUTPUT MATRIX

SCALE: NONE2FIRE ALARM RISER DIAGRAM

S

0.25W

2

4

3

5

6

F.2FED.8DCBA.2A.3

6.1

5.1

4.1

s

s124

EQUIPMENTROOM

124

123

MRI #2

123

SCOPE BOUNDARY

s

110cd

S

122B

PENETRATIONSCABINET

122B

FACUEXISTING FIRE ALARM/MASS NOTIFICATION CONTROL UNIT

FIRE ALARM LEGEND

SPD EXISTING SURGE PROTECTIVE DEVICE

s EXISTING SMOKE DETECTOR - SPOT TYPE

S NEW SPEAKER

SYMBOL MODIFIERS

nW WATT TAP

OUT OF SCOPE AREA

S EXISITNG SPEAKER

EXISTING STROBE

s NEW SMOKE DETECTOR - SPOT TYPE


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:


SPUR DESIGN, LLC












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1/22/2021

623-CSI-103


SCALE: 1/4" = 1'-0"

FIRE ALARM FLOOR PLAN1

SHEET NOTES:

1. THE CEILING SHOWN IN VIEW IS THE NEW CEILING, NOT THE EXISTING CEILING.

2

4

3

5

6

F.2FED.8DCBA.2A.3

6.1

5.1

4.1

123

MRI #2

123

124

EQUIPMENTROOM

124

CONNECTION TO EXISTING WET-PIPE SPRINKLER SYSTEM

SCOPE BOUNDARY

120

CONTROLROOM

120

122B

PENETRATIONSCABINET

122B

1. ADDITON TO EXISTING FIRE PROTECTON WET PIPE SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE VA FIRE PROTECTION DESIGN MANUAL AND NFPA 13-2019. FIRE SPRINKLER CONTRACTOR IS RESPONSIBLE FOR DEVELOPING HYDRAULIC CALCUALTIONS AND SHOP DRAWINGS.

2. SPRINKLER FINISH SHALL MATCH EXISTING SPRINKLERS. TEMPERATURE RATING SHALL BE 165 F. SPRINKLERS IN MRI SCAN ROOM SHALL BE NON-FERROUS.

3. CONTRACTOR SHALL COORDINATE WITH OWNER REGARDING ALL WHICH MAY AFFECT EXISTING HOSPITAL SYSTEMS. COORDINATE AND VERIFY DEMOLITION OR RELOCATION OF ITEMS WITH OWNER PRIOR TO COMMENCING WORK TO PREVENT INTERRUPTION OF SERVICE.

4. FIRE PROTECTION PIPING SHALL ENTER INTO MRI SCAN ROOM THROUGH NORTH WALL OF ROOM AS SHOWN. THERE SHALL BE ONLY ONE PENETRATION OF SPRINKLER PIPING THROUGH THIS WALL TO SERVE THE SCAN ROOM.

5. FIRE PROTECTION CONTRACTOR TO COORDINATE WITH RADIO FREQUENCY SHIELD FABRICATOR. RF SHIELD MAY BE OF WOOD CONSTRUCTION WITH A 2'-9" SPACE ABOVE SHIELD AND BELOW ROOF STRUCTURAL INSULATED PANELS.

6. PIPING WITHIN MRI SCAN ROOM SHALL BE OF COPPER CONSTRUCTION. NO FERROUS ITEMS SHALL BE INSTALLED WITHIN RF SHIELD INCLUDING HANGERS, SPRINKLERS OR OTHER ACCESSORIES.

FIRE SUPPRESSION GENERAL NOTES:

HAZARD CLASSIFICATION LEGENDLIGHT HAZARD(0.10 GPM/FT² OVER 1,500 FT² WITH 100 GPM EXTERIOR HOSE DEMAND)

OUT OF SCOPE AREA


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:


SPUR DESIGN, LLC












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FIRE SUPPRESSION FLOOR PLAN

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623-CSI-103


SCALE: 1/4" = 1'-0"

FIRE SUPPRESSION FLOOR PLAN1

MA

MV

CO

EV

VE

AI

FOV

FOR

FOS

FP

LPG

NPW

NO

O

N

G

MPG

G

MPG

CA

CD

ACD

V

VBG

VBF

AV

AW

AW

ST

OST

GW

GW

S

W

ID

T

T

SCW

WS

140°

S

W

CAP

AV

TYPICAL UNIT NO.

BUILDING NO. WHERE EQUIPMENT

PUMP NO.3 IN BUILDING NO.26

EQUIPMENT ABBREVIATION (PUMP)

IS LOCATED.

ORAL EVACUATION

LABORATORY VACUUM

LABORATORY AIR

TEMPERED WATER RETURN

TEMPERED WATER SUPPLY

INDUSTRIAL AIR

LA

LV

OA

IA

TWR

TWS

FILTERED COLD WATERFCW

FUEL OIL DISCHARGEFOD

ANCHOR

CONNECTION - SIDE

ECCENTRIC REDUCER

CONNECTION - BOTTOM, 45° OR 90°

CONNECTION - TOP, 45° OR 90°

DIRECTION OF PIPE PITCH (DOWN)

RISE OR DROP IN PIPE

STRAINER

FLOAT & THERMOSTATIC TRAP SET INCLUDING

PIPING ACCESSORIES

PIPING ACCESSORIESINVERTED BUCKET TRAP SET INCLUDING

FLOOR DRAIN (FD), SIZE & TYPE

ROOF DRAIN (RD), SIZE & TYPE

FLOOR SINK (FS), SIZE & TYPE

NATURAL GAS BELOW GRADE (G)

CONDENSATE DRAIN (CD)

INDIRECT DRAIN (ID)

NATURAL GAS (G)

NITROUS OXIDE (NO)

LIQUIFIED PETROLEUM GAS (LPG)

FIRE PROTECTION (FP)

WATER SERVICE (WS)

COMPRESSED AIR (CA)

NITROGEN (N)

MEDICAL AIR (MA)

OXYGEN (O)

DOMESTIC HOT WATER RECIRC.

SOIL PIPING - ABOVE FLOOR (S)

SOIL PIPING - BELOW FLOOR (S)

STORM DRAIN - ABOVE FLOOR (ST)

ACID WASTE - ABOVE FLOOR (AW)

ACID WASTE - BELOW FLOOR (AW)

DOMESTIC COLD WATER

DOMESTIC HOT WATER

140° DOMESTIC HOT WATER (140°)

WASTE PIPING - ABOVE FLOOR (W)

WASTE PIPING - BELOW FLOOR (W)

GREASE WASTE - ABOVE FLOOR (GW)

GREASE WASTE - BELOW FLOOR (GW)

SOFTENED COLD WATER (SCW)

ACID VENT (AV)

VENT PIPING (V)

HOSE BIBB (HB)

NONFREEZE WALL HYDRANT (NW)

WALL CLEANOUT (WCO)

FLOOR CLEANOUT (FCO)

EXTERIOR CLEANOUT (ECO)

THERMOSTATIC MIXING VALVE

BACKFLOW PREVENTER

OVERFLOW STORM DRAIN - ABOVE FLOOR (OST)

NON POTABLE WATER (NPW)

FUEL OIL SUPPLY (FOS)

FUEL OIL RETURN (FOR)

FUEL OIL VENT (FOV)

AUXILIARY CONDENSATE DRAIN (ACD)

VENT BELOW GRADE (VBG)

VENT BELOW FLOOR (VBF)

CARBON DIOXIDE (CO)

MEDICAL VACUUM (MV)

EVACUATION (EV)

MEDICAL VACUUM EXHAUST (VE)

MEDICAL AIR INTAKE (AI)

TRAP PRIMER LINE (T)

WATER METER

MEDIUM PRESSURE NATURAL GAS (MPG)

MEDIUM PRESSURE NATURAL GAS ON ROOF (MPG)

ELBOW DOWN WITH SHUT-OFF VALVE (SOV)

TEE DOWN WITH SHUT-OFF VALVE (SOV)

TEE UP WITH SHUT-OFF VALVE (SOV)

RECIRCULATION PUMP

DIRECTION OF FLOW

EXISTING PIPING TO REMAIN

EXISTING PIPING TO BE REMOVED

FLANGE CONNECTION

CLEANOUT

ELBOW DOWN

ELBOW UP

TEE DOWN

ELBOW UP WITH SHUT-OFF VALVE (SOV)

TEE UP

UNION

THERMOMETER

PRESSURE GAUGE

PRESSURE REDUCING VALVE

REDUCER

BALL VALVE

GATE VALVE WITH 3/4 " HOSE ADAPTER

CHECK VALVE

ANGLE GLOBE VALVE

BUTTERFLY VALVE

MODULATING CONTROL VALVE

TWO POSITION CONTROL VALVE

THREE-WAY MODULATING CONTROL VALVE

AUTOMATIC FLOW CONTROL VALVE

PRESSURE RELIEF VALVE

GATE VALVE

MANUAL AIR VENT

TEST PLUG (PRESSURE/TEMPERATURE)

GLOBE VALVE

PRESSURE REGULATING VALVE

THREE-WAY TWO POSITION CONTROL VALVE

AUTOMATIC AIR VENT

PLUMBING KEYNOTE

PLUMBING EQUIPMENT DESIGNATION

MECHANICAL EQUIPMENT DESIGNATION TAG

OWNER FURNISHED, CONTRACTOR INSTALLEDEQUIPMENT DESIGNATION

NEW WORK TO EXISTING WORK CONNECTION POINT

DETAIL NUMBER

SHEET NUMBER

LIMIT OF DEMOLITION

TRAP PRIMER LINE - BELOW SLAB (T)

CO

DOUBLE EXTERIOR CLEANOUT (ECO)

CLEANOUTS

DRAINS AND TRAPS

EQUIPMENT

FITTINGS AND ACCESSORIES

SHEET NUMBER

SECTION NUMBER

MEDICAL GAS OUTLET (TYPE)

EXISTING TO REMAIN

A

A/E ARCHITECT / ENGINEERAD AREA DRAIN/ACCESS DOORAFF ABOVE FINISH FLOORAFG ABOVE FINISH GRADEAG AIR GAPAP ACCESS PANELAS AUTOMATIC SPRINKLERASD ADJUSTABLE SPEED DRIVESASD AUTOMATIC SPRINKLER DRAINASHRAE AMERICAN SOCIETY OF HEATING,REFRIGERATION, AIR

CONDITIONING ENGINEERSASME AMERICAN SOCIETY OF MECHANICAL ENGINEERSASPE AMERICAN SOCIETY OF PLUMBING ENGINEERSASR AUTOMATIC SPRINKLER RISERAV ACID VENTAW ACID WASTE

B

BFP REDUCED PRESSURE BACKFLOW PREVENTERBHP BREAK HORSEPOWERBSP BLACK STEEL PIPEBT BATHTUBBTU BRITISH THERMAL UNITBTUH BRITISH THERMAL UNIT PER HOUR

C

C CELSIUSCA COMPRESSED AIRCGA COMPRESSED GAS ASSOCIATIONCFM CUBIC FEET PER MINUTECI CAST IRONCO CLEANOUTCS CLINICAL SINKCV CONTROL VALVE

D

DCW DOMESTIC COLD WATERDFU DRAINAGE FIXTURE UNITSDHW DOMESTIC HOT WATERDHWR DOMESTIC HOT WATER RETURNDHWS DOMESTIC HOT WATER SUPPLYDI DEIONIZED WATERDN DOWNDOE DEPARTMENT OF ENERGYDS DOWNSPOUTDW DISHWASHERDWG DRAWINGDWH DOMESTIC WATER HEATERDWR DRINKING WATER RETURNDWS DRINKING WATER SUPPLYDWV DRAIN WASTE VENT

E

EL ELEVATIONEMCS ENERGY MONOSERRAT AND CENTRAL SYSTEMEPA ENVIROMENTAL PROTECTION AGENCYEPACT ENERGY POLICY ACTESC ESCUTCHEONESH EMERGENCY SHOWERET EXPANSION TANK

EWH ELECTRIC WATER HEATEREWS EYE WASH STATIONEWS/SH EYE WASH/DRENCH SHOWEREX EXISTING

F

F FAHRENHEITFCO FLOOR CLEANOUTFCW FILTERED COLD WATERFD FLOOR DRAINFDC FIRE DEPARTMENT (HOSE) CONNECTION

FM FLOW METERFOP FUEL OIL PUMPFOR FUEL OIL RETURNFOS FUEL OIL SUPPLYFOV FUEL OIL VENTFS FLOOR SINKFS FLOW SWITCHFU FIXTURE UNITS

G

GAL GALLONGCO GRADE CLEANOUTSGPD GALLONS PER DAYGPH GALLONS PER HOURGPM GALLONS PER MINUTEGPR GAS PRESSURE REGULATORGRS GAS REGULATOR STATIONGT GREASE TRAPGVTR GAS VENT THROUGH ROOFGWH GAS FIRED WATER HEATER

H

H&CW HOT AND COLD WATERHB HOSE BIBBHD HUB DRAINHEX HEAT EXCHANGERHP HORSEPOWERHS HAND SINKHST HOT WATER STORAGE TANK (DOMESTIC)HWB HOT WATER BOILERHWCP HOT WATER CIRCULATING PUMPHWP HOT WATER PUMPHYD HYDRANT

I

ID INSIDE DIAMETERIE INVERT ELEVATIONICW INDUSTRIAL COLD WATERIHW INDUSTRIAL HOT WATERINV INVERTIPC INTERNATIONAL PLUMBING CODEIRW IRRIGATION WATERIW INDIRECT WASTEIWH INSTANTANEOUS WATER HEATERIWR INDUSTRIAL WATER RETURNIWS INDUSTRIAL WATER SUPPLY

K

KW KILOWATTKWH KILOWATT-HOUR

L

L/S LITER PER SECONDLA LABORATORY AIRLAV LAVATORYLBS/HR POUNDS PER HOURLCW LABORATORY COLD WATERLHW LABORATORY HOT WATERLNG LIQUID NATURAL GASLOX LIQUID OXYGENLV LABORATORY VACUUMLW LOW WATER

M

M METERMA MEDICAL AIRMAV MANUAL AIR VENTMBH 1000 BTUHMED MEDICALMER MECHANICAL EQUIPMENT ROOMMH MANHOLEMOU MEMORANDUM OF UNDERSTANDINGMSB MOP SERVICE BASINMV MEDICAL VACUUM

N

N2 NITROGENN20 NITROUS OXIDENC NORMALLY CLOSEDNG NATURAL GASNIC NOT IN CONTRACTNO NORMALLY OPENNOM. NOMINALNPW NON POTABLE WATERNTS NOT TO SCALE

O

O OXYGENOC ON CENTEROD OUTSIDE DIAMETEROFD OVERFLOW DRAINOR OPERATING ROOMOVFL OVERFLOW

P

PA PASCALPD PRESSURE DROP OR DIFFERENCEPDI PLUMBING AND DRAINAGE INSTITUTEPG PRESSURE GAGEPP PLUMBING PUMPPPM PARTS PER MILLIONPRS PRESSURE REDUCING STATIONPRV PRESSURE REDUCING VALVEPSI POUNDS PER SQUARE INCHPSIA POUNDS PER SQUARE INCH ATMOSPHEREPSIG POUNDS PER SQUARE INCH GAUGEPTRV PRESSURE TEMPERATURE RELIEF VALVE

PW POTABLE WATER

R

RD ROOF DRAINRDL ROOF DRAIN LEADERRL ROOF LEADERRP RECIRCULATION PUMPRO REVERSE OSMOSIS WATERRWL RAIN WATER LEADER

S

SAN SANITARY SEWERSMACNA SHEET METAL AND AIR CONDITIONING

CONTRACTORS NATIONAL ASSOCIATIONSCFM STANDARD CUBIC FOOT/MINUTESCW SOFTENED COLD WATERSDMH STORM DRAIN MANHOLESMH SANITARY MANHOLESP SUMP PUMPSPR SPRINKLER LINESQFT/SF SQUARE FEETSS STAINLESS STEELST STORAGE TANKSW STORM WATER

T

TCV TEMPERATURE CONTROL VALVETD TEMPERATURE DIFFERENCETD TRENCH DRAINTDH TOTAL DYNAMIC HEADTEMP TEMPERATURE

TMV THERMOSTATIC MIXING VALVETP TRAP PRIMERTSTAT THERMOSTATTWR TEMPERED WATER RETURNTWS TEMPERED WATER SUPPLYTYP TYPICAL

V

V VENT

VAC VACUUM

VB VACUUM BREAKER

VCO VACUUM CLEANER OUTLET

VP VACUUM PUMP

VS VENT STACK

VSD VARIABLE SPEED DRIVE

VTR VENT THROUGH ROOF

W

W WASTEWC WATER CLOSETWCO WALL CLEANOUTWG WATER GAGEWH WALL HYDRANTWH WATER HEATERWHA WATER HAMMER ARRESTERWL WATER LINEWM WATER METERWPD WATER PRESSURE DROPWS WASTE STACKWSFU WATER SUPPLY FIXTURE UNITS

Y

YCO YARD CLEANOUTYH YARD HYDRANT

26-P 3

PIPING SYMBOLS

ANNOTATION

1

1

XX-1

xx

1

1

PL-100

1

PL-100

GENERAL PLUMBING SYMBOLS

DENTAL

MEDICAL GASES

STORM

FUEL

EXISTING PIPING

WATER

WASTE

VALVE SYMBOLS

ETR

ABBREVIATIONS

ETR EXISTING TO REMAIN

TFA TO FLOOR ABOVETFB TO FLOOR BELOW

FFA FROM FLOOR ABOVEFFB FROM FLOOR BELOW

THIS LEGEND DEFINING TYPICAL ABBREVIATIONS AND SYMBOLS IS INTENDED TO BE AN OVERALL LEGEND FOR ALL PROJECTS. PLEASE UNDERSTAND THAT NOT ALL ABBREVIATIONS OR SYMBOLS WILL BE UTILIZED FOR EVERY PROJECT. MANY OF THE SYMBOLS WILL BE UTILIZED IN DETAILS AND DIAGRAMS VICE PLAN SHEETS.

EXISTING TO DEMOLISHETD

ST STORM DRAIN - BELOW FLOOR (ST)

PLUMBING GENERAL NOTES:

1. PLUMBING PLANS AND SECTIONS ARE INTENDED TO ACCURATELY ILLUSTRATE THE SCOPE OF WORK BUT ARE STILL DIAGRAMMATIC IN NATURE.

2. PLUMBING 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.

3. REFER TO FLOW DIAGRAMS, DETAILS AND SPECIFICATIONS FOR REQUIRED PIPING, VALVES AND GAUGES.

4. PLUMBING DRAWINGS REFLECT COORDINATION EFFORTS WITH BUILDING DISCIPLINES HOWEVER, DO NOT SHOW EVERY OFFSET PIPING REQUIRED FOR INSTALLATION. COORDINATION WITH OTHER TRADES IS REQUIRED.

5. ALL EXPOSED UNINSULATED PIPING SHALL BE PAINTED PER THE SPECIFICATION SECTION "PAINTING".

6. PIPING CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT SHOWN ON DRAWINGS IS APPROXIMATE. CONTRACTOR SHALL ADJUST ROUTING TO MATCH APPROVED EQUIPMENT CONNECTIONS AND MANUFACTURERS RECOMMENDATIONS.


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:










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B C D D.8 E F F.2

3

4

5

6

A.2A.3

6.1

5.1

4.1

2

MRI #1 EQUIPMENT ROOM

122

MRI #1

121

MRI #2

123

CONTROL ROOM

120

LOBBY / WAITING

105

PATIENT HOLDING

117

PATIENT TOILET

119

STAFF ROOM

118

HAC

116

RECEPTION

114

ENTRY VESITBULE

104

CORRIDOR

103

STORAGE

115

QUARANTINE

107

PATIENT TRANSFER

113

PATIENT SCREENING

106

READ ROOM

112

DRESSING ROOM 3

111

DRESSING ROOM 2

110

DRESSING ROOM

109

PATIENT TOILET

108

4" SS

4"

SS

2"

V

4" SS

2" V

2"

V2"

V

2"

SS

2" V

4"

SS

4" SS2" V

2" V

4"

SS

4" SS 4" SS2" V

4" SS

CRU1

CRU2

2" V

SCOPE BOUNDARY

2

1


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:










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01/22/2021

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SCALE: 1/4" = 1'-0"

PLUMBING WASTE DEMOLITION FLOOR PLAN1

PLUMBING KEYNOTES

1 REMOVE SANITARY WASTE LINE BACK TO DEMARCATION POINT SHOWN.

2 REMOVE SANITARY VENT LINE BACK TO DEMARCATION POINT SHOWN.

B C D D.8 E F F.2

3

4

5

6

A.2A.3

6.1

5.1

4.1

2

3/4" HW

1 1/2" CW

3/4" HWR

1/2" HWR

1/2" HW

1 1/4" CW

1/2

" C

W

8" CW

6" CW

8"

CW

6"

CW

1 1

/2"

CW

1/2

" H

W

1/2

" H

WR

1 1

/2"

CW

3/4

" H

W

3/4

" H

WR

1 1

/4"

CW

3/4" CW

1 1/4" CW

1 1/4" CW


122

MRI #1

121

EQUIPMENT ROOM

124

MRI #2

123

CONTROL ROOM

120

PATIENT HOLDING

117PATIENT TOILET

119

STAFF ROOM

118

HAC

116

RECEPTION

114

LOBBY / WAITING

105

ENTRY VESITBULE

104

CORRIDOR

103

PATIENT SCREENING

106

STORAGE

115

QUARANTINE

107

PATIENT TRANSFER

113

READ ROOM

112

DRESSING ROOM 3

111

DRESSING ROOM 2

110

DRESSING ROOM

109

PATIENT TOILET

108

CRU1

CRU2

SCOPE BOUNDARY

6" CW

8" CW

1/4" TRAP PRIMER LINE



11

12three inches = one foot

6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:










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60-PPD-101

PLUMBING SUPPLY DEMOLITION FLOORPLAN

SCP

60

26 52JRM



01/22/2021

623-CSI-103


SCALE: 1/4" = 1'-0"

PLUMBING SUPPLY DEMOLITION FLOOR PLAN1

PLUMBING KEYNOTES

11 REMOVE TRAP PRIMER LINE BACK TO DEMARCATION POINT SHOWN.

12 REMOVE DOMESTIC COLD WATER LINE BACK TO DEMARCATION POINT SHOWN.

B C D D.8 E F F.2

3

4

5

6

A.2A.3

6.1

5.1

4.1

2


122

MRI #1

121

MRI #2

123

CONTROL ROOM

120

LOBBY / WAITING

105

PATIENT HOLDING

117

PATIENT TOILET

119

STAFF ROOM

118

HAC

116

RECEPTION

114

ENTRY VESITBULE

104

CORRIDOR

103

STORAGE

115

QUARANTINE

107

PATIENT TRANSFER

113

PATIENT SCREENING

106

READ ROOM

112

DRESSING ROOM 3

111

DRESSING ROOM 2

110

DRESSING ROOM

109

PATIENT TOILET

108

4" SS

4"

SS

2"

V

2" V

2"

V2"

V

2"

SS

2" V

4"

SS

4" SS2" V

2" V

4"

SS

4" SS 4" SS2" V

4" SS

CRU1

2" V

PENETRATIONS CABINET

122B

CRU2

SCOPE BOUNDARY

WCO

2" V4" SS

4" SS


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

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B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:










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60-PL-101

PLUMBING WASTE FLOOR PLAN

SCP

60

27 52JRM



01/22/2021

623-CSI-103


SCALE: 1/4" = 1'-0"

PLUMBING WASTE FLOOR PLAN1

B C D D.8 E F F.2

3

4

5

6

A.2A.3

6.1

5.1

4.1

2


122

MRI #1

121

EQUIPMENT ROOM

124

MRI #2

123

CONTROL ROOM

120

PATIENT HOLDING

117PATIENT TOILET

119

STAFF ROOM

118

HAC

116

RECEPTION

114

LOBBY / WAITING

105

ENTRY VESITBULE

104

CORRIDOR

103

PATIENT SCREENING

106

STORAGE

115

QUARANTINE

107

PATIENT TRANSFER

113

READ ROOM

112

DRESSING ROOM 3

111

DRESSING ROOM 2

110

DRESSING ROOM

109

PATIENT TOILET

108


122B

3/4" HW

1 1/2" CW

3/4" HWR

1/2" HWR

1/2" HW

1 1/4" CW

1/2

" C

W

8" CW

6" CW

8"

CW

6"

CW

1 1

/2"

CW

1/2

" H

W

1/2

" H

WR

1 1

/2"

CW

3/4

" H

W

3/4

" H

WR

1 1

/4"

CW

3/4" CW

1 1/4" CW

1 1/4" CW

CRU1

CRU2

SCOPE BOUNDARY

6" CW

8" CW





3/4" CW


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:










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5:1

8 A

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60-PP-101

PLUMBING SUPPLY FLOOR PLAN

SCP

60

28 52JRM



01/22/2021

623-CSI-103


SCALE: 1/4" = 1'-0"

PLUMBING SUPPLY FLOOR PLAN1

B C D D.8 E F F.2

3

4

5

6

A.2A.3

6.1

5.1

4.1

2

3/4" MV1/2" MA

1/2" O

3/4" MV

1/2" MA

1/2" O

3/4

" M

V

1/2

" O

1/2

" M

A

1" MV

3/4" MA

3/4" O

1/2

" O

1/2

" M

A

3/4

" M

V

3/4

" O

3/4

" M

A

1"

MV

3/4

" M

V

1" MV

3/4" MA

3/4" O

3/4

" O

1"

MV

3/4

" M

A

3/4" MV

1/2" O

1/2" MA

1/2" MA

1/2" O


122

MRI #1

121

EQUIPMENT ROOM

124

MRI #2

123

CONTROL ROOM

120

PATIENT HOLDING

117

PATIENT TOILET

119

STAFF ROOM

118

HAC

116

RECEPTION

114

LOBBY / WAITING

105

CORRIDOR

103

ENTRY VESITBULE

104

STORAGE

115

QUARANTINE

107

PATIENT TRANSFER

113

PATIENT SCREENING

106

READ ROOM

112

DRESSING ROOM 3

111

DRESSING ROOM 2

110

DRESSING ROOM

109

PATIENT TOILET

108

AAPZVB

CRU1


122B

CRU2

SCOPE BOUNDARY

WO

1/2

" O

3/4

" M

V

1/2

" M

A

1/2" O

1/2" MA

3/4" MV

(TYP 3)

62

61

636363


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:










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60-PJ-101

PLUMBING MEDICAL GAS FLOOR PLAN

SCP

60

29 52JRM



01/22/2021

623-CSI-103


SCALE: 1/4" = 1'-0"

PLUMBING MEDICAL GAS FLOOR PLAN1

PLUMBING KEYNOTES

61 PROVIDE RF SHIELDING AT PENETRATION TO MRI ROOM.

62 PROVIDE NON-FERROUS PIPING, HANGARS, AND ASSOCIATED ACCESSORIES IN MRI ROOM.

63 OFFSET MEDICAL GAS LINES AS NECESSARY TO RUN ABOVE THE ELECTRICAL CABLE TRAYS.

HOT PIPECOLD PIPE

REFER TO SPECIFICATIONS FOR INSULATION TYPES,

INSULATION THICKNESSES, HANGER TYPES, HANGER ROD

CONNECTIONS TO SRUCTURE AND HANGER SPACING.

CUT INSULATION TO FIT

AROUND HANGER. SEAL

EXPOSED INSULATION

ENDS WITH JOINT

SEALANT.

PROVIDE A SECTION OF HIGH

DENSITY INSULATION OR

STYROFOAM BILLETS AT EACH

HANGER OF COLD INSULATED

PIPE.

THREADED STEEL ROD

WITH NUT AND WASHER

BOTH SIDES (TYP.).

CLEVIS HANGER, SHOWN FOR

CLARITY. SIZE HANGER FOR

COLD PIPE OUTSIDE DIAMETER

PLUS INSULATION THICKNESS.

DO NOT PENETRATE INSULATION

WITHE HANGER.CLEVIS HANGER, SHOWN

FOR CLARITY. SIZE

HANGER FOR HOT PIPE

OUTSIDE DIAMETER.

SECURE PIPE HANGER

TO STRUCTURE (TYP.)

PROVIDE SHORT INSULATION

SHIELD FOR LAPPING

INSULATION JACKET OVER HIGH

DENSITY INSULATION OR

STYROFOAM BILLETS. MAINTAIN

VAPOR BARRIER.

PROVIDE NON-FERROUS MATERIALS FOR USE IN MRI ROOMS.

PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITONS. REFER TO

SPECIFICATIONS FOR MORE INFORMATION. PIPE AND CONDUIT OF ALL TRADES MAY BE COMBINED ON

THE SAME SUPPORT CHANNEL. COORDINATE SUPPORT CHANNEL LENGTH WITH PIPING AND CONDUIT

TO BE SUPPORTED. SUPPORT CHANNEL SPACING SHALL BE DETERMINED BY SMALLEST PIPE TO BE

SUPPORTED. CHANNEL SUPPORT MAY BE USED AS A WALL BRACKET, ATTACH TO WALL WITH ANCHOR

BOLTS PER SPECIFICATIONS. FOR HORIZONTAL INSULATED PIPING, ATTACH CLAMPS AS INDICATED

ABOVE, FOR VERTICAL INSULATED PIPING, ATTACH CLAMPS TO THE PIPE AND SEAL INSULATION AT BOTH

CLAMP ENDS.

SUPPORT WASHERS AND

LOCKNUTS (TYP.).

UNINSULATED STEEL OR

PLASTIC PIPE.

PROVIDE PLASTIC GALVANIC

ISOLATOR FOR COPPER PIPE

(TYP.)

UNINSULATED COPPER PIPE.

COLD INSULATED PIPE.

PIPE INSULATION (TYP.)

HOT INSULATED PIPE.

PROVIDE 1-5/8"x1-5/8" 14 GA.

CHANNEL SUPPORT.

CUT INSULATION TO FIT AROUND

TRAPEZE HANGER. SEAL BOTH

ENDS OF EXPOSED INSULATION

WITH JOINT SEALANT.

PROVIDE METAL 360° INSULATION SHIELD

AND HIGH DENSITY INSULATION OR

PRE-ENGINEERED THERMAL

HANGER-SHIELD INSERT OF CALCIUM

SILICATE INSULATION. FOR PIPES 4" AND

SMALLER, PRE-ENGINEERED THERMAL

HANGER-SHIELD INSERT OF FLEXIBLE

UNICELLULAR INSULATION MAY BE

PROVIDED.

SIZE AND QUANTITY OF HANGER

RODS PER MANUFACTURER'S

RECOMMENDATIONS.

PROVIDE TWO-PIECE PIPE

CLAMP (TYP.).

PROVIDE NON-FERROUS MATERIALS FOR USE IN MRI ROOMS.


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:










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5:1

2 A

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60-P-501

PLUMBING DETAILS

SCP

60

30 52JRM



01/22/2021

623-CSI-103


SCALE: NTS

PIPE HANGER DETAIL1SCALE: NTS

TRAPEZE PIPE HANGER2


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:










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5:1

2 A

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60-P-601

PLUMBING SCHEDULES

SCP

60

31 52JRM



01/22/2021

623-CSI-103


5. EXISTING TO REMAIN (ETR). SHOWN FOR REFERENCE ONLY.

4. WALL OUTLETS SHALL BE QUICK-CONNECT PIN INDEX TYPE. MATCH TYPE WITH EXISTING SITE FACILITIES. VERIFY AT SITE.

3. DEVICES SHALL BE COMPATIBLE WITH EXISTING SITE FACILITIES. VERIFY AT SITE.

2. INSTALL ITEMS AT LOCATIONS AND ELEVATIONS INDICATED ON ARCHITECTURAL DRAWINGS. COORDINATE LOCATIONS WITH OTHER TRADES.

1. PROVIDE COMPLETE INSTALLATION OF SYSTEMS PER NFPA 99 REQUIREMENTS AND MANUFACTURER'S RECOMMENDATIONS.

NOTES:

ZVB ZONE VALVE BOX - - X X X N/A N/A N/A N/A 5

WO WALL OUTLET BEACON MEDAES NOTE 4 X X X N/A N/A N/A N/A 1-4

AAP AREA ALARM PANEL - - X X X N/A N/A N/A N/A 5

MARK DEVICE MANUFACTURER MODELMEDICAL

AIRMEDICALVACUUM

OXYGENLABORATORY

AIRLABORATORY

VACUUMNITROGEN

NITROUSOXIDE

NOTES

MEDICAL GAS DEVICE SCHEDULE

PLUMBING FIXTURE SCHEDULE

MARK DESCRIPTIONWASTE PIPE

(IN)VENT PIPE

(IN)COLD WATER

(IN)HOT WATER

(IN)

WASTEFIXTURE

UNITS

WATERFIXTURE

UNITS

WRISTBLADE

HANDLES

ELECTRICSENSOR

POWERREMARKS

HP MCA V/PH

WCO WALL CLEANOUT SEE PLAN SEE PLAN - - - - - - - - - Wall Cleanout: Jay R Smith # 4530S, cast iron clean out tee and plug with gasket seal, counter sunk plug, stainless steel round cover and screw.

CWR

CWS

PD

CD

LPC

LPS

MPC

MPS

HPC

HPS H

T

H

T

AV

26-P-3

1

1

MH-100

1

MH-100

ETR

GENERAL DUCT SYMBOLSVALVE SYMBOLSHVAC PIPING SYMBOLS

PUMP NO. 3 IN BUILDING NO. 26EQUIPMENT ABBREVIATION (PUMP)

ANCHOR

ECCENTRIC REDUCER

RISE OR DROP IN PIPE

STRAINER

FLOAT & THERMOSTATIC TRAP SET W/

PIPING ACCESSORIES

PIPING ACCESSORIESINVERTED BUCKET TRAP SET INCLUDING


ELBOW DOWN WITH SHUT-OFF VALVE

TEE DOWN WITH SHUT-OFF VALVE (SOV)

TEE UP WITH SHUT-OFF VALVE (SOV)

FLANGE CONNECTION

ELBOW DOWN

ELBOW UP

TEE DOWN

ELBOW UP WITH SHUT-OFF VALVE (SOV)

TEE UP

UNION

PRESSURE REDUCING VALVE

REDUCER

BALL VALVE

GATE VALVE WITH 3/4 " HOSE ADAPTER

CHECK VALVE

ANGLE GLOBE VALVE

BUTTERFLY VALVE

MODULATING CONTROL VALVE

TWO POSITION CONTROL VALVE

THREE-WAY MODULATING CONTROL VALVE

AUTOMATIC FLOW CONTROL VALVE

PRESSURE RELIEF VALVE

GATE VALVE

MANUAL AIR VENT

TEST PLUG (PRESSURE/TEMPERATURE)

GLOBE VALVE

PRESSURE REGULATING VALVE

THREE-WAY TWO POSITION CONTROL VALVE

AUTOMATIC AIR VENT

MECHANICAL PLAN KEY NOTE


DETAIL NUMBER

SHEET NUMBER

PIPE FITTINGS AND ACCESSORIES

SHEET NUMBER

SECTION NUMBER

CONDENSATE DRAIN (CD)

FD FIRE DAMPER

FF FINAL FILTERFHX FLUE GAS/FEEDWATER HEAT EXCHANGERFM FLOW METERFOP FUEL OIL PUMPFOT FUEL OIL TANKFOHX FUEL OIL HEAT EXCHANGERFPM FEET PER MINUTEFPS FEET PER SECONDFPTU FAN POWERED TERMINAL UNITFR FLOOR REGISTERFRP FIBER REINFORCED POLYESTERFS FLOW SWITCHFSTAT FREEZESTATFT FEETFT-LB FOOT-POUNDFTR FIN TUBE RADIATIONFV FACE VELOCITY

NOM NOMINALNPLV NON-STANDARD PART LOAD VALUENPSH NET POSITIVE SUCTION HEADNTS NOT TO SCALE

T

T&PCV TEMPERATURE AND PRESSURE CONTROL VALVETAB TESTING, ADJUSTING, BALANCETD TEMPERATURE DIFFERENCETDH TOTAL DYNAMIC HEADTDS TOTAL DISSOLVED SOLIDSTG TRANSFER GRILLETP TRAPTR TOP REGISTERTSP TOTAL STATIC PRESSURETSTAT THERMOSTATTU TERMINAL UNITTWU THRU-WALL UNIT

S

SA SUPPLY AIRSAD SOUND ATTENUATING DEVICESAT SUPPLY AIR TEMPERATURESC SHADING COEFFICIENTSCFM STANDARD CUBIC FEET PER MINUTESCI SPINAL CODE INJURYSCR SILICON CONTROLLED RECTIFIERSD SMOKE DETECTORSD SUPPLY AIR DIFFUSERSD-1 SCHEMATIC DESIGN (SUBMISSION1)SD-2 SCHEMATIC DESIGN (SUBMISSION2)SDPR SMOKE DAMPERSDR SMOKE DAMPER (RETURN)SDS SMOKE DAMPER (SUPPLY)SEN SENSIBLE HEATSF SUPPLY FANSG SUPPLY AIR GRILLESH STEAM HUMIDIFIERSHC STEAM HEATING COILSI SQUARE INCHESSP STATIC PRESSURESP GR SPECIFIC GRAVITYSPD SUPPLY PROCESS AND DISTRIBUTIONSPRV STEAM PRESSURE REDUCING VALVESPS STATIC PRESSURE SENSORSQ FT SQUARE FOOT (FEET)SR SUPPLY AIR REGISTERSS STAINLESS STEELSSHX STEAM TO STEAM HEAT EXCHANGERSSR SOLID SEPARATORST STEAM TRAPSUH STEAM UNIT HEATERSV STEAM PRESSURE REDUCING VALVESVS STEAM VENT SILENCERSWHX STEAM TO WATER HEAT EXCHANGER

R

R/E RETURN OR EXHAUSTRA RETURN AIRRAD REFRIGERANT AIR DRYERRAF RADIO FREQUENCYRAHX ROTARY AIR HEAT EXCHANGERRAT RETURN AIR TEMPERATURERCCH REMOTE CONDENSER CHILLERRCU RECIPROCATING CHILLER UNITRD REFRIGERANT DISCHARGERDS ROOM DATA SHEETSREA RELIEF AIRRF RETURN FANRG RETURN GRILLERH RELATIVE HUMIDITYRHC REHEAT COILRHG REFRIGERANT HOT GASRL REFRIGERANT LIQUID LINERLA RUN LOAD AMPERERO REVERSE OSMOSISRPM REVOLUTIONS PER MINUTERR RETURN REGISTERRS REFRIGERANT SUCTIONRTU ROOF TOP UNITRV RELIEF VALVE

P

P PUMPPA PASCALPC PUMPED CONDENSATEPCF POUNDS PER CUBIC FOOT (FEET)PD PRESSURE DROPPEF PROPELLER (TYPE) EXHAUST FANPF PRE-FILTERPG PRESSURE GAGEPGW PROPYLENE GLYCOL-WATER (SOLUTION)PHC PREHEAT COILPPM PARTS PER MILLIONPRS PRESSURE REGULATING (VALVE) STATIONPRV PRESSURE REGULATING VALVEPSI POUNDS PER SQUARE INCHPSIA POUNDS PER SQUARE INCH – ABSOLUTEPSIG POUNDS PER SQUARE INCH – GAGEPSS PRIMARY SECONDARY SYSTEMPSV PRESSURE SAFETY VALVEPTAC PACKAGED TERMINAL AIR CONDITIONER

O

OA OUTSIDE AIROAG OUTSIDE AIR GRILLEOAI OUTSIDE AIR INTAKEOD OUTSIDE DIAMETEROFM OIL FLOWMETEROR OPERATING ROOM

N

NA NOT APPLICABLENC NOISE CRITERIANC NORMALLY CLOSEDNG NATURAL GASNGFM NATURAL GAS FLOWMETERNO NORMALLY OPENNOAA NATIONAL OCEANIC & ATMOSPHERIC ADMINISTRATION

L

L LITERL/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 TEMPERATURELBS/HR POUNDS PER HOURLF LINEAR FOOT (FEET)LGT LEAVING GLYCOL TEMPERATURELH LATENT HEATLPG LIQUID PROPANE GASLPR LOW PRESSURE RETURN (STEAM CONDENSATE)LPRC LOW PRESSURE STEAM RETURN (CLEAN)LLHX LIQUID TO LIQUID HEAT EXCHANGERLPS LOW PRESSURE STEAMLPSC LOW PRESSURE STEAM (CLEAN)LSD LINEAR SLOT DIFFUSERLTCP LOCAL TEMPERATURE CONTROL PANELLVG LEAVINGLVR LOUVERLWT LEAVING WATER TEMPERATURE

K

kg KILOGRAMkg/HR KILOGRAM PER HOURkPa KILOPASCALkW KILOWATTkWh KILOWATT HOUR

J

J INTENTIALLY LEFT BLANK

I/O INPUT/OUTPUTIAQ INDOOR AIR QUALITYIBT INVERTED BUCKET TRAPICF IN-LINE CENTRIFUGAL FANICU INTENSIVE CARE UNITID INSIDE DIAMETERIFB INTEGRAL FACE AND BYPASSIN INCHESIN HG INCHES OF MERCURYIN WC INCH WATER COLUMNIN WG INCH WATER GAUGEIN-LB INCH-POUNDIPLV INTERGRATED PART LOAD VALUEIRH INFRARED HEATERIS INSECT SCREENIU INDUCTION UNITIV INLET VANES

M

M METER, SI UNITM/s METERS PER SECOND (OR METERS/SECOND)MA MIXED AIRMAT MIXED AIR TEMPERATUREMAU MAKE-UP AIR UNITMAV MANUAL AIR VENTMAX MAXIMUMMB MIXING BOXMBH 1000 BTUHMCA MINIMUM BRANCH CIRCUIT AMPACITYMER MECHANICAL EQUIPMENT ROOMMERV MINIMUM EFFICIENCY REPORTING VALUEMH MANHOLEMHP MOTOR HORSEPOWERMIN MINIMUMMM MILLIMETERMOV MOTOR OPERATED VALVEMPR MEDIUM PRESSURE RETURN (STEAM CONDENSATE)MPS MEDIUM PRESSURE STEAMMRI MAGNETIC RESONANCE IMAGINGMTD MEAN TEMPERATURE DIFFERENCEMVD MANUAL VOLUME DAMPERMZ MULTI-ZONE

H

H HUMIDIFERH&CW HOT & COLD WATERHAC HOUSEKEEPING AID CLOSETHB HOSE BIBBHC HEATING COILHD HEADHD HOODHOA HAND/OFF/AUTOMATICHP HEAT PUMPHP HORSEPOWERHPDT HIGH PRESSURE DRIP TRAPHPR HIGH PRESSURE RETURN (STEAM CONDENSATE)HPS HIGH PRESSURE SUPPLY (STEAM)HRC HEAT RECOVERY COILHRD HEAT RECOVERY DEVICEHRP HYDRONIC RADIANT (CEILING) PANELHRW HEAT RECOVERY WHEELHSTAT HUMIDISTATHTM HUMIDIFIER TERMINALHUM HUMIDIFIER UNIT MOUNTEDHVU HEATING AND VENTILATING UNITHW HOT WATERHWC HOT WATER COILHWHC HOT WATER HEATING COILHWP HEATING HOT WATER PUMPHWR HEATING HOT WATER RETURNHWS HEATING HOT WATER SUPPLYHWUH HOT WATER UNIT HEATERHVD HOISTWAY VENT DAMPERHX HEAT EXCHANGERHZ HERTZ

G

GA GAUGEGAL GALLONSGH GRAVITY HOODGPD GALLONS PER DAYGPH GALLONS PER HOURGPM GALLONS PER MINUTEGPR GAS PRESSURE REGULATORGS GALVANIZED STEEL

F

F FAHRENHEITF&T FLOAT AND THERMOSTATICF/SDPR COMBINATION FIRE SMOKE DAMPERFA FREE AREAFC FLEXIBLE CONNECTIONFCU FAN COIL UNIT (4 PIPE)FCUC FAN COIL UNIT COOLING ONLYFCUH FAN COIL UNIT HEATING ONLYFCW FORWARD CURVED WHEEL (FAN)

E

EA EXHAUST AIREAT ENTERING AIR TEMPERATUREEC EVAPORATIVE COOLERECC ENGINEERING CONTROL CENTERECU EVAPORATIVE CONDENSER UNITEDH ELECTRIC DUCT HEATEREER ENERGY EFFICIENCY RATIOEF EXHAUST FANEG EXHAUST GRILLEEGS EMERGENCY GAS SHUTOFFEGT ENTERING GLYCOL TEMPERATUREEH EXHAUST HOODEJ EXPANSION JOINTEMD END OF MAIN DRIP (STEAM)ENT ENTERINGER EXHAUST REGISTERERC ELECTRIC REHEAT COILERP ELECTRIC RADIANT PANELESP EXTERNAL STATIC PRESSUREET EXPANSION TANKETO ETHYLENE OXIDEETR EXISTING TO REMAINEUH ELECTRIC UNIT HEATEREWC EVAPORATIVE WATER COOLEREWT ENTERING WATER TEMPERATUREEX. EXISTING

D

D DAMPER - AUTOMATICD-1 OUTDOOR AIR DAMPERD-2 RETURN AIR DAMPERD-3 RELIEF AIR DAMPERDB DECIBELSDb DRY-BULB TEMPERATUREDD-1 DESIGN DEVELOPMENT (SUBMISSION 1)DD-2 DESIGN DEVELOPMENT (SUBMISSION 2)DDC DIRECT DIGITAL CONTROLSDEG DEGREEDF DIFFUSERDIA DIAMETERDIW DEIONIZED WATERDP DEW POINT TEMPERATUREDP DIFFUSER PLATEDPA DIFFERENTIAL PRESSURE ASSEMBLYDPS DIFFERENTIAL PRESSURE SENSORDX DIRECT EXPANSIONDXCC DIRECT EXPANSION COOLING COIL

C

C CENTIGRADE (CELCIUS)CC COOLING COILCCD COOLING COIL CONDENSATE DRAINCD CEILING DIFFUSERCD-1 CONSTRUCTION DOCUMENTS (SUBMISSION 1)CD-2 CONSTRUCTION DOCUMENTS (SUBMISSION 2)CENT CENTRIFICALCFH CUBIC FEET PER HOURCFM CUBIC FEET PER MINUTECFT CUBIC FEETCFP CHEMICAL FEED PUMPCG CEILING GRILLECH CHILLERCHP CHILLED WATER PUMPCHW CHILLER WATERCHR CHILLED WATER RETURNCHS CHILLED WATER SUPPLYCI CAST IRONCM CARBON MONOXIDECM CUBIC METERCM/S CUBIC METER PER SECONDCO CLEAN OUTCO2 CARBON DIOXODECOMP COMPRESSOR UNITCOP COEFFICIENT OF PERFORMANCECP CONDENSATE PUMPCR CEILING REGISTERCS CONDENSATE STORAGE TANKCSG CLEAN STEAM GENERATORCT COOLING TOWERCU CONDENSING UNITCUH CABINET UNIT HEATERCV CONSTANT VOLUMECW COLD WATER (POTABLE)CWCC CHILLED WATER COOLING COILCWP CONDENSER WATER PUMPCWR CONDENSER WATER RETURN (TO COOLING

TOWERCWS CONDENSER WATER SUPPLY (FROM COOLING

TOWER)

B

B BOILERBD BUTTERFLY DAMPERBDD BACKDRAFT DAMPERBDR BASE BOARD RADIATORBFP BACKFLOW PREVENTERBFT BOILER PLANT FIRE TUBEBG BOTTOM GRILLEBHP BRAKE HORSEPOWERBHW HOT WATER HEATING BOILERBHX BOILER BLOWDOWN HEAT EXCHANGERBIW BACKWARD INCLINED WHEEL (FAN)BMT BONE MARROW TRANSPLANTBR BOTTOM REGISTERBSC BIOLOGICAL SAFETY CABINETSBT BLOWOFF TANKBTC BLOWOFF TANK CONTROL VALVEBTU BRITISH THERMAL UNITBTUH BRITISH THERMAL UNIT PER HOURBWT BOILER PLANT WATER TUBE

EXISTING TO REMAIN

LIMIT OF DEMOLITION

A

A/E ARCHITECT / ENGINEERAAHX AIR TO AIR HEAT EXCHANGERAB AIR BLENDERAAV AUTOMATIC AIR VENTACC AIR COOLED CONDENSERACCH AIR COOLED CHILLERACCU AIR-COOLED CONDENSING UNITACU AIR CONDITIONING UNITACD AUTOMATIC CONTROL DAMPER, MODULATINGACDTP AUTOMATIC CONTROL DMPR, TWO POSITIONAD ACCESS DOORAF AFTER FILTERAFCV AIR FLOW CONTROL VALVEAFF ABOVE FINISHED FLOORAFMD AIR FLOW MEASURING DEVICEAFW AIR FOIL WHEEL (FAN)AHU AIR-HANDLING UNITAMP AMPERAGEAP ACCESS PANELAPD AIR PRESSURE DROPARI AIR CONDITIONING AND REFRIGERATION

INSTITUTEAS AIR SEPARATORASME AMERICAN SOCIETY OF MECHANICAL

ENGINEERSAW AIR WASHERAXF AXIAL FLOW

10"x8"AUTOMATIC BALANCING CONTROL VALVE

WYE STRAINER (WITH BALL VALVE

WATER BALANCE DEVICE

MODULATING CONTROL BUTTERFLY VALVE

CIRCUIT SETTER VALVE

GATE VALVE WITH GLOBE-VALVED BYPASS

PLUG VALVE

CONTROL VALVE (CV) - FLOAT-OPERATED

QUICK-COUPLE HOSE CONNECTOR

WYE STRAINER WITH VALVED DRAIN AND

EXISTING TO BE REMOVED

EXISTING TO REMAIN

BRANCH DUCT WITH 45° RECTANGLE-ROUND BRANCH FITTING AND MANUAL VOLUME DAMPER

BRANCH DUCT WITH BELL-MOUTH FITTING & MANUAL VOLUME CONTROL DAMPER

RETURN, EXHAUST, OR OUTSIDE AIR DUCT DOWN

SUPPLY AIR DUCT UP

RETURN, EXHAUST, OR OUTSIDE AIR DUCT UP

ELBOW WITH TURNING VANES

TYPECFM OF AIR DEVICE

MOTORIZED DAMPER

VOLUME DAMPER

THERMOSTAT

FIRE DAMPER

FIRE SMOKE DAMPER

SMOKE DAMPER

MANUAL VOLUME DAMPER

SQUARE TO ROUND TRANSITION

RISER DESIGNATION

HUMIDISTAT

CD-1300

BACKDRAFT DAMPER

SUPPLY AIR DUCT DOWN

DUCT MOUNTED SMOKE DETECTOR

(SD=SUPPLY/RD=RETURN)

NEW DUCT (INSIDE DIMENSIONS: W x D)

LOUVER

DUCT WITH SOUND LINING

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

GAS COCK

HEATING HOT WATER RETURN

HEATING HOT WATER SUPPLY

CHILLED WATER RETURN

CONDENSER WATER SUPPLY (CWS)

CONDENSER WATER RETURN (CWR)

HEAT PUMP WATER RETURN

HEAT PUMP WATER SUPPLY

CHILLED WATER SUPPLY

HIGH PRESSURE STEAM CONDENSATE (HPC)

HIGH PRESSURE STEAM SUPPLY (HPS)

MEDIUM PRESSURE STEAM CONDENSATE (MPC)

MEDIUM PRESSURE STEAM SUPPLY (MPS)

LOW PRESSURE STEAM CONDENSATE (LPC)

LOW PRESSURE STEAM SUPPLY (LPS)

CONDENSATE PUMP DISCHARGE (PD)

EXPANSION JOINT

TRIPLE DUTY VALVE WITH PRESSURE PORTS

BALANCING VALVE WITH PRESSURE PORTS

SOLENOID VALVE

STRAINER WITH BLOWOFF

EJ

PRESSURE AND TEMPERATURE TEST PLUG

VACUUM RELIEF VALVE

PRESSURE / VACUUM SWITCH

LIMIT OF DEMOLITION

CONNECT NEW TO EXISTING

D

INCLINED RISE, IN DIRECTION OF AIR FLOW

INCLINED DROP, IN DIRECTION OF AIR FLOW

R

BACK DRAFT DAMPER

BDD

GLYCOL-WATER HEATING RETURN

GLYCOL-WATER HEATING SUPPLY

MAKE-UP WATER

CHILLED GLYCOL-WATER RETURN

CHILLED GLYCOL-WATER SUPPLY

GHS

GHR

GCR

GCS

MW

GLYCOL-WATER RUN AROUND SUPPLY

GLYCOL-WATER RUN AROUND RETURNGRR

GRS

VACUUM CONDENSATE RETURN

FEEDWATER PUMP DISCHARGE

FEEDWATER PUMP SUCTION

VR

FEEDWATER SAMPLE (DEAERATOR)

BOILER WATER SAMPLE

CONTINUOUS BLOWDOWN

CHEMICAL FEED

BOILER BLOWOFF

TUBE CLEANER WATER SUPPLY

OVERFLOW

TEMPERATURE SENSOR

HUMIDITY SENSOR

DUCT W/DAMPERS

DIFFUSERS,GRILLES, FLEX CONNECTIONS

FITTINGS & TRANSITIONS

SOFTENED WATERSW

BRINE & SOFT WATER

PLANT PIPING

STEAM

Y

YR YEAR

W

W WATTSWAG WASTE ANETHESIA GASWb WET-BULB (TEMPERATURE)WC WATER COOLEDWCCH WATER COOLED CHILLERWCCU WATER COOLED CONDENSING UNITWCHP WATER COOLED HEAT PUMPSWCPU WATER COOLED PACKAGED UNITWEF WALL EXHAUST FANWF WATER FILTERWFCV WATER FLOW CONTROL VALVEWFM WATER FLOWMETERWFMD WATER FLOW MEASURING DEVICEWG WATER GAGEWPD WATER SIDE PRESSURE DROP

V

V VALVEVAF VANE-AXIAL FANVAV VARIABLE AIR VOLUMEVD VOLUME DAMPER (MANUAL OPPOSED BLADE)VFD VARIABLE FREQUENCY DRIVEVHA VETERANS HEALTH ADMINISTRATIONVI VIBRATION ISOLATORVIV VARIABLE INLET VANESVP VACUUM PUMPVPS VARIABLE PRIMARY SYSTEMVR VACUUM (STEAM CONDENSATE) RETURNVSD VARIABLE SPEED DRIVEVUH VERTICAL UNIT HEATER

U

UC UNDER CUTUC UNIT COOLERUH UNIT HEATERUL UNDERWRITERS LABORATORYURV UPBLAST UNIT VENTILATOR

& HOSE CONNECTION)

ABBREVIATIONS

SD

VD

FDBD

MD

BD

ANNOTATION

GENERAL NOTES:1. MECHANICAL PLANS AND SECTIONS ARE INTENDED TO ACCURATELY

ILLUSTRATE THE SCOPE OF WORK BUT ARE STILL DIAGRAMMATIC IN NATURE.

2. 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.

3. REFER TO FLOW DIAGRAMS, DETAILS AND SPECIFICATIONS FOR REQUIRED PIPING, VALVES AND GAUGES.

4. MECHANICAL DRAWINGS REFLECT COORDINATION EFFORTS WITH BUILDING DISCIPLINES HOWEVER, DO NOT SHOW EVERY OFFSET IN DUCT OR PIPING REQUIRED FOR INSTALLATION. COORDINATION WITH OTHER TRADES IS REQUIRED.

5. DUCT SIZES SHOWN REPRESENT INSIDE CLEAR DIMENSIONS. CONTRACTOR SHALL ADJUST SHEET METAL SIZE TO ACCOUNT FOR LINER THICKNESS WHEN LINER IS ALLOWED PER THE CONTRACT DOCUMENTS.

6. ALL EXPOSED UNINSULATED PIPING SHALL BE PAINTED PER THE SPECIFICATION SECTION "PAINTING".

7. PIPING CONNECTIONS TO MECHANCIAL EQUIPMENT SHOWN ON DRAWINGS IS APPROXIMATE. CONTRACTOR SHALL ADJUST ROUTING TO MATCH APPROVED EQUIPMENT CONNECTIONS AND MANUFACTURERS RECOMMENDATIONS.

8. COORDINATE FAN COIL (FCU) AND VARIABLE AIR VOLUME (VAV) UNIT RIGHT OR LEFT HAND COIL CONNECTIONS WITH PIPING PLANS.

9. 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.

10. ALL FLOOR MOUNTED HVAC EQUIPMENT SHALL HAVE A 6" TALL HOUSEKEEPING PAD. REFER TO STRUCTURAL PLANS AND DETAILS FOR CONCRETE PAD CONSTRUCTION.

FSD COMBINATION FIRE / SMOKE DAMPER

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

FD FLOOR DRAIN

I

#

1 OWNER FURNISHED, CONTRACTOR INSTALLED EQUIPMENT DESIGNATION

RD

BO

BWS

CF

CHR

CHS

CBD

FWPD

FWPS

FWS

HHR

HHS

HPWR

HPWS

TC

OFL

F&T TRAP

CAP

CONNECTION - BOTTOM, 45° OR 90°

RS

RL

RD

RDB

RV

REFRIGERANT DISCHARGE BYPASS (RDB)

REFRIGERANT SUCTION (RS)

REFRIGERANT DISCHARGE (HOT GAS) (RD)

REFRIGERANT LIQUID (RL)

REFRIGERANT VENT (RV)

REFRIGERANT SIGHT GLASS

REFRIGERANT

CONNECTION - SIDE

CONNECTION - TOP, 45° OR 90°

DIRECTION OF FLOW

QUICK-COUPLE HOSE CONNECTOR

P-TRAP

TRAP PRIMER

M

LC

TRAP PRIMER WITH DISTRIBUTION UNIT

WATER LEVEL CONTROLLER

FLOW METER

EQUIPMENT WITH FLEXIBLE DUCT CONNECTION

INSULATED FLEXIBLE DUCT (MAX. 5'-0" LONG)

LINEAR SLOT DIFFUSER

TYPECFM OF AIR DEVICE

EG-1800

FSD

THIS LEGEND DEFINING TYPICAL ABBREVIATIONS AND SYMBOLS IS INTENDED TO BE AN OVERALL LEGEND FOR ALL PROJECTS. PLEASE UNDERSTAND THAT NOT ALL ABBREVIATIONS OR SYMBOLS WILL BE UTILIZED FOR EVERY PROJECT. MANY OF THE SYMBOLS WILL BE UTILIZED IN DETAILS AND DIAGRAMS VICE PLAN SHEETS.


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

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VA FORM 08-6231


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MECHANICAL SYMBOLS ANDABBREVIATIONS

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ORIGINAL CONTRACT DRAWINGSSITE PREPARATION FOR MRI #2

01/22/2021

623-CSI-103


B C D D.8 E F F.2

3

4

5

6

A.2A.3

6.1

5.1

4.1

2


122

MRI #1

121EQUIPMENT ROOM

124

MRI #2

123

LOBBY / WAITING

105

PATIENT TOILET

119

STAFF ROOM

118

HAC

116

CONTROL ROOM

120

PATIENT HOLDING

117

RECEPTION

114

ENTRY VESITBULE

104

CORRIDOR

103

READ ROOM

112

DRESSING ROOM 3

111

DRESSING ROOM 2

110

DRESSING ROOM

109

PATIENT TOILET

108

PATIENT TRANSFER

113

PATIENT SCREENING

106

STORAGE

115

QUARANTINE

107

690R1C 22/22"

1200E2C (22/22")

350S1C 10Ø

350S1C 10Ø

135CSD-1 8Ø

135S1C 8Ø

80S1C 6Ø

200S1C 8Ø250

S1C 8Ø

125S1C 8Ø

50S1C 6Ø

75S1C 8Ø

40S3C 6Ø

705R1C (18/18")

90R1C 8Ø

20S2C 6/6"

50S2C 6/6"

25S2C 6/6"

25S2C 6/6"

25S2C 6/6"

50R2C (6/6")

25R2C (6/6")

25R2C (6/6")

25R2C (6/6")

65E1C (6/6")

50E1C (6/6")

60E1C (6/4")

125S1C 8Ø

225S1C 8Ø

225S1C 8Ø

700E2C (18/18")

75S1C 6Ø

CRU1

CRU2

VAV2

VAV3

VAV5

VAV6

VAV1

VAV4

VAV7

VAV9

VAV8

EF3

8"ø RA

8"ø SA

8"ø RA

8"ø RA

8"ø RA

8"ø RA

12"x12" SA

8"ø SA

12"x12" SA

8"ø SA

36"x14" SA

36"x

14"

SA

8"ø SA

6"ø

SA

10"x10" SA

6"ø

SA

12"x

8" S

A6"

ø S

A

8"ø

SA

6"ø SA 6"ø SA6"ø SA

24"x

14"

SA

8"ø

SA

12"x

6" S

A12

"x6"

SA

12"ø SA

12"x10" SA

10"x10" SA

16"x10" SA

16"x

10"

SA

8"ø

SA

8"ø

SA

12"x8" SA

14"x

10"

SA

8"ø

12"x12"

8"x1

2" R

A

8"x10" RA

8"ø RA

8"x10" RA

24"x

12"

RA

24"x12" RA

18"x6" RA

18"x

6" R

A

8"ø RA

8"ø

RA

12"x12"

8"ø

EA

6"ø

EA

6"ø

EA

6"ø EA 6"ø EA

6"ø EA18"x8" EA12"x12" EA

12"x

12"

EA

8"Ø MRI CRYOGENIC HELIUM VENT OUTSIDE RF SHIELD UP THROUGH ROOF

SCOPE BOUNDARY1

2

3


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

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VA FORM 08-6231


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CONSULTANTS:

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01/22/2021

623-CSI-103


SCALE: 1/4" = 1'-0"

MECHANICAL HVAC DEMOLITION FLOOR PLAN1

MECHANICAL KEYNOTES

1 REMOVE CRU, DUCTWORK, AND ALL ASSOCIATED ACCESSORIES BACK TO DEMARCATION POINT SHOWN.

2 REMOVE VAV, DUCTWORK, AND ALL ASSOCIATED ACCESSORIES BACK TO DEMARCATION POINT SHOWN.

3 REMOVE DUCTWORK AND ALL ASSOCIATED ACCESSORIES BACK TO THE DEMARCATION POINT SHOWN.

B C D D.8 E F F.2

3

4

5

6

A.2A.3

6.1

5.1

4.1

2


122

MRI #1

121

EQUIPMENT ROOM

124

MRI #2

123

PATIENT HOLDING

117

LOBBY / WAITING

105

PATIENT TOILET

119

STAFF ROOM

118

HAC

116

RECEPTION

114

ENTRY VESITBULE

104

CORRIDOR

103

CORRIDOR

103

STORAGE

115

QUARANTINE

107

PATIENT SCREENING

106

PATIENT TRANSFER

113

READ ROOM

112

DRESSING ROOM 3

111

DRESSING ROOM 2

110

DRESSING ROOM

109

PATIENT TOILET

108

VAV9

VAV1

VAV2

VAV4

VAV8

VAV3

VAV6

VAV7

VAV5

ST2

ST2

CRU1

CRU2

1" HHS

1" HHR

2" CHS

2" CHR

1" LPS

1 1/4" LPC

2" CHR

2" CHS

1 1/

2" C

HS

1 1/

2" C

HR

1 1/2" CHR

1 1/2" CHS

1" LPC

1" LPS1" LPS

1 1/4" LPC

1/2" LPC

3/4" LPC

1/2" LPC

3/4"

HH

S

3/4"

HH

R

2" C

HS

2" C

HR

2" C

HS

2" C

HR

1 1/2" CHS

1 1/2" CHR

1 1/2" CHR

1 1/2" CHS

1" H

HS

1" H

HR

2" C

HS

2" C

HR

1" H

HS

1" H

HR

2" C

HS

2" C

HR

1" H

HR

2" C

HS

2" C

HR

1" H

HS

1" H

HS

1" H

HR

2" C

HS

2" C

HR

1" L

PS

1 1/

4" L

PC

2" C

HS

2" C

HR

1" HHS

1" HHR

2" CHS

2" CHR

1" LPS

1 1/4" LPC

SCOPE BOUNDARY

CONTROL ROOM

120

11

12


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


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ARCHITECT:










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MECHANICAL PIPING DEMOLITIONFLOOR PLAN

SCP

60

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01/22/2021

623-CSI-103


SCALE: 1/4" = 1'-0"

MECHANICAL PIPING DEMOLITION FLOOR PLAN1

MECHANICAL KEYNOTES

11 REMOVE CRU, PIPING, AND ALL ASSOCIATED ACCESSORIES BACK TO DEMARCATION POINT SHOWN.

12 REMOVE VAV, PIPING, AND ALL ASSOCIATED ACCESSORIES BACK TO DEMARCATION POINT SHOWN.

CRU1

690R1C 22/22"

1200E2C (22/22")

350S1C 10Ø

350S1C 10Ø

135CSD-1 8Ø

135S1C 8Ø

80S1C 6Ø

200S1C 8Ø250

S1C 8Ø

125S1C 8Ø

50S1C 6Ø

75S1C 8Ø

40S3C 6Ø

705R1C (18/18")

90R1C 8Ø

20S2C 6/6"

50S2C 6/6"

25S2C 6/6"

25S2C 6/6"

25S2C 6/6"

50R2C (6/6")

25R2C (6/6")

25R2C (6/6")

25R2C (6/6")

65E1C (6/6")

50E1C (6/6")

60E1C (6/4")

125S1C 8Ø

225S1C 8Ø

225S1C 8Ø

700E2C (18/18")

75S1C 6Ø

VAV3

VAV5

VAV6

VAV1

VAV4

VAV7

VAV9

VAV8

EF3 1200

EG-1 22"x22"

B C D D.8 E F F.2

3

4

5

6

A.2A.3

6.1

5.1

4.1

2


122MRI #1

121

EQUIPMENT ROOM

124

MRI #2

123

LOBBY / WAITING

105

PATIENT TOILET

119

STAFF ROOM

118

HAC

116

CONTROL ROOM

120

PATIENT HOLDING

117

RECEPTION

114

ENTRY VESITBULE

104

CORRIDOR

103

READ ROOM

112

DRESSING ROOM 3

111

DRESSING ROOM 2

110

DRESSING ROOM

109

PATIENT TOILET

108

PATIENT TRANSFER

113

PATIENT SCREENING

106

STORAGE

115

QUARANTINE

107

8"ø RA

8"ø SA

8"ø RA

8"ø RA

8"ø RA

8"ø RA

12"x12" SA

8"ø SA

12"x12" SA

8"ø SA

36"x14" SA

36"x

14"

SA

8"ø SA

6"ø

SA

10"x10" SA

6"ø

SA

12"x

8" S

A6"

ø S

A

8"ø

SA

6"ø SA 6"ø SA6"ø SA

24"x

14"

SA

8"ø

SA

12"x

6" S

A12

"x6"

SA

12"ø SA

12"x10" SA

10"x10" SA

16"x10" SA

16"x

10"

SA

8"ø

SA

8"ø

SA

12"x8" SA

14"x

10"

SA

8"x1

2" R

A

8"x10" RA

8"ø RA

8"x10" RA

24"x

12"

RA

24"x12" RA

18"x6" RA

18"x

6" R

A

8"ø RA

8"ø

RA

12"x

12"

RA

8"ø

EA

6"ø

EA

6"ø

EA

6"ø EA 6"ø EA

6"ø EA18"x8" EA12"x12" EA

12"x

12"

EA


122B


360CD-1 10Ø

VAV2

CRU2

SCOPE BOUNDARY

14"x12" SA

10"ø SA


12"x12" RA12"x12" RA

14"x12" SA

31

32

33

30"x16" SA

28"x24" SA

3434

3434

365CD-1 10Ø

1265RG-1 22"x22"

365CD-1 10Ø

360CD-1 10Ø

930CD-2 16Ø

30"x15" SA 935CD-2 16Ø

935CD-2 16Ø

35

3637

37 37

38 12"x12" RA

FSD

FSD

38


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:










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01/22/2021

623-CSI-103


MECHANICAL KEYNOTES

31 CONNECT CRYOGENIC QUENCH VENT TO MRI. COORDINATE CONNECTION WITH GE INSTALLATION DRAWINGS.

32 MRI PRESSURE EQUALIZING VENT TO BE INSTALLED IN ACCORDANCE WITH GE INSTALLATION DRAWINGS.

33 PROVIDE NEW MOTORIZED DAMPER IN RETURN DUCT IN LOCATION SHOWN. MOTORIZED DAMPER SHALL SHUTUPON ACTIVATION OF THE MRI SCAN ROOM EMERGENCY EXHAUST SYSTEM. REFER TO MECHANICALCONTROLS FOR MORE INFORMATION.

34 PROVIDE NON-FERROUS DUCTWORK, HANGERS, AND ASSOCIATED ACCESSORIES IN MRI ROOM.

35 PROVIDE CAP AT THE OPEN END OF EXISTING DUCTWORK FOR CRU-1.

36 PROVIDE AND INSTALL NEW COMPUTER ROOM UNIT: CRU-2. REFER MECHANICAL SCHEDULES AND CONTROLSFOR MORE INFORMATION.

37 COORDINATE LOCATION AND ELEVATION OF SUPPLY DIFFUSERS WITH LIGHTING DEVICES AND CABLE TRAYS.INSTALL DIFFUSERS SUCH THAT THEY TERMINATE ABOVE THE CABLE TRAYS. REFER TO SHEET 60-AE-701 FORSECTIONAL AND ELEVATION VIEWS.

38 OFFSET DUCT AS NECESSARY TO RUN AS HIGH AS POSSIBLE ABOVE THE LAY-IN CEILING IN THE MRI ROOM.

SCALE: 1/4" = 1'-0"

MECHANICAL HVAC FLOOR PLAN1

B C D D.8 E F F.2

3

4

5

6

A.2A.3

6.1

5.1

4.1

2


122

MRI #1

121

EQUIPMENT ROOM

124

MRI #2

123

PATIENT HOLDING

117

LOBBY / WAITING

105

PATIENT TOILET

119

STAFF ROOM

118

HAC

116

RECEPTION

114

ENTRY VESITBULE

104

CORRIDOR

103

CORRIDOR

103

STORAGE

115

QUARANTINE

107

PATIENT SCREENING

106

PATIENT TRANSFER

113

READ ROOM

112

DRESSING ROOM 3

111

DRESSING ROOM 2

110

DRESSING ROOM

109

PATIENT TOILET

108

VAV9

VAV1

VAV4

VAV8

VAV3

VAV6

VAV7

VAV5

ST2

ST2

CRU1

1" HHS

1" HHR

2" CHS

2" CHR

1" LPS

1 1/4" LPC

2" CHR

2" CHS

1 1/

2" C

HS

1 1/

2" C

HR

1 1/2" CHR

1 1/2" CHS

1" LPC

1" LPS1" LPS

1 1/4" LPC

1/2" LPC

3/4" LPC

1/2" LPC

3/4"

HH

S

3/4"

HH

R

2" C

HS

2" C

HR

2" C

HS

2" C

HR

1 1/2" CHS

1 1/2" CHR

1 1/2" CHR

1 1/2" CHS

1" H

HS

1" H

HR

2" C

HS

2" C

HR

1" H

HS

1" H

HR

2" C

HS

2" C

HR

1" H

HR

2" C

HS

2" C

HR

1" H

HS

1" H

HS

1" H

HR

2" C

HS

2" C

HR

1" L

PS

1 1/

4" L

PC

2" C

HS

2" C

HR

1" HHS

1" HHR

2" CHS

2" CHR

1" LPS

1 1/4" LPC


122B

VAV2

SCOPE BOUNDARY

CONTROL ROOM

120

CRU2

TVAV-2

H

REFRIGERANT LINES TO ACCU-2 ON ROOF

41

2" CHS

2" CHR

4242

43


6"


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06"

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02

6"


04


04


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MECHANICAL PIPING FLOOR PLAN

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SCALE: 1/4" = 1'-0"

MECHANICAL PIPING FLOOR PLAN1

MECHANICAL KEYNOTES

41 ROUTE REFRIGERANT LINES FROM CRU-2 TO ACCU-2 ON ROOF.

42 PROVIDE NON-FERROUS PIPING, HANGARS, AND ASSOCIATED ACCESSORIES IN MRI ROOM.

43 COORDINATE EXACT LOCATION OF TEMPERATURE SENSOR AND HUMIDISTAT WITH ELECTRICAL AND MRIWALL MOUNTED COMPONENTS.

EF4

EF1

EF2

ACCU1

VTR

B C D D.8 E F F.2

3

4

5

6

A.2A.3

6.1

5.1

4.1

2

1 1/2" CHS

1 1/2" CHR

8"Ø MRI CYROGENIC HELIUM VENT GOOSENECK TERMINATION

8"Ø RESTROOM EXHAUST DISCHARGE FROM EF-3. GOOSENECK TERMINATION.

MRI EQUIPMENT CHILLER

8"Ø MRI CYROGENIC HELIUM VENT GOOSENECK TERMINATION

MRI EQUIPMENT CHILLER

ACCU2

REFRIGERANT LINES TO CRU-1

52

51

REFRIGERANT LINES TO CRU-2

32

53

2" CHR

2" CHS

54


6"


06"

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one inch = one foot

06"

2


02

6"


04


04


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8


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MECHANICAL KEYNOTES

32 MRI PRESSURE EQUALIZING VENT TO BE INSTALLED IN ACCORDANCE WITH GE INSTALLATIONDRAWINGS.

51 INSTALL CRYOGENIC QUENCH VENT IN ACCORDANCE WITH THE MRI MANUFACTURER'SREQUIREMENTS.

52 PROVIDE CRYOGENIC QUENCH VENT EXCLUSION ZONE AS SHOWN. THE EXCLUSION ZONESHALL BE CLEARLY MARKED.

53 ROUTE REFRIGERANT LINES FROM ACCU-2 TO CRU-2 ON FLOOR BELOW.

54 ANCHOR ACCU-2 TO THE ROOF.

SCALE: 1/4" = 1'-0"

MECHANICAL ROOF PLAN1

MAIN SUPPLY

PLAN VIEW

FLOW

FLO

W

SMACNA FIGURE 4-6

45° LEED IN

RIGID DUCT TO AIR TERMINAL

UNIT.

NOTES: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 TOACCOMMODATE 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 THEEQUIVALENT LENGTH OF THE BRANCH DUCT, AS SHOWN, DOES NOT EXCEED 10 FEET (3 METERS). FORLONGER LENGTHS, INCREASE THE DUCT SIZE AND PROVIDE A DUCT TRANSITION TO MAINTAIN THE DUCTSTATIC 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 BARRIERFOR CONNECTING DUCT SECTIONS.

6. USE OF THE FLEXIBLE AIR DUCT CONNECTORS ARE NOT PERMITTED FOR THE DEDICATED AHU SERVINGTHE SURGICAL SUITE.

AIR TERMINAL UNIT(CV OR VAV)

REHEAT COIL

SOUND ATTENUATORSEE EQUIPMENTSCHEDULE

FLEXIBLE AIR DUCTCONNECTOR. SEE DETAIL

DIFFUSER (TYP.)

SEE SPECIFICATIONS FORCLAMPS AND SEALANT (TYP.)

SEE NOTE 5

SE

E N

OT

E 4

SEE NOTE 3

SEE NOTE 2

SEE NOTE 1

VANEVANE

R SHALLEQUAL ORBEGREATERTHAN W.

R SHALLEQUAL ORBEGREATERTHAN1/3W.

R SHALLEQUAL ORBEGREATERTHAN1/6W.

SHORT RADIUS ELBOW

WITH TWO VANES

SHORT RADIUS ELBOW

WITH ONE VANE

STANDARD RADIUS ORLONG RADIUS ELBOW

THE INTERIOR SURFACE OF ALL RADIUS ELBOWS SHALL BE MADE ROUND.

ALL STANDARD RADIUS ELBOWS CAN BE SUBSTITUTED WITH SHORT RADIUS ELBOWS. ALL

SHORT RADIUS ELBOWS SHALL HAVE VANES. VANES SHALL BE CONSTRUCTED, SUPPORTED

AND FASTENED AS RECOMMENDED BY SMACNA.

NOTE:

1.

2.

W

R

1/6W

1/3

W

1/2W

W

1/3

W

2/3W

R

R

W

ALL VANE ELBOWS SHALL BE CONSTRUCTED AND INSTALLED AS DETAILED BY SMACNA.

WHEN W1 DOES NOT EQUAL W2, VANE SHALL BE SINGLE THICKNESS VANE TYPE

REGARDLESS OF W DIMENSION.

ALL SINGLE THICKNESS VANES SHALL HAVE A 2" [50mm] RADIUS, 1 1/2" [40mm] MAXIMUM

SPACE BETWEEN VANES AND A 3/4" [20mm] TRAILING EDGE.

WHEN W EQUALS W2 AND W1 IS GREATER THAN 20" [500mm] VANES SHALL BE DOUBLE VANE

TYPE.

NOTE:

1.

2.

3.

4.

W1

W2

MAIN EXHAUST OR RETURN

PLAN VIEW

AIRFLOW AIR

FLOW

PROVIDE VOLUME DAMPERAT EACH BRANCH DUCT

1/4W OR 4" [100mm]MIN.

BRANCH DUCT

VD

W

P

AIR FLOW

MV

MV

MV

NOTES:

1. INSTALL CONTROL VALVE BETWEEN UNIONS OR FLANGES.

2. PROVIDE CONCENTRIC REDUCERS BOTH SIDES OF CONTROL VALVE AS REQUIRED.

3. REPLACE UNION/FLANGE SET WITH A FLEXIBLE PIPE CONNECTOR WHERE EQUIPMENT IS SUPPORTED OR SUSPENDED BY SPRING ISOLATORS.

4. ARRANGEMENT SHOWN FOR FULL FLOW THROUGH COIL ON FAILURE.

MV

DANFOSS AB-QM 2-WAYPRESSURE INDEPENDENTCONTROL VALVE

SEE NOTE 2

UNION (TYP.)

ISOLATION VALVE (TYP.) INSTALL MANUAL AIR VENT AT HIGHPOINT WHEN TAPPED INTO TOP OFMAINS. USE A PIPE STUB WITH MIN.HEIGHT OF 4 PIPE DIAMETERS. (TYP.)

CONNECT TO SUPPLY AND RETURNMAINS AS SHOWN ON PLAN.

RETURN PIPING MAIN

SUPPLY PIPING MAIN

SEE PLAN FOR PIPE SIZES

MANUAL AIR VENT(TYP.)

STAINLESS STEEL FLEX

COMBINATION UNIONAND PT PORT (TYP.)

WYESTRAINER

COIL

FROM STRUCTURE

SAME AS DIFFUSERINLET: 5'-0" MAX

FLEXIBLE DUCT SIZE

LENGTH.

12"

CEILING

SUPPORT SADDLE

VOLUME DAMPER W/LOCKING QUADSADDLE

SHEET METAL

CONICAL OUTLET

BRANCH DUCT

FOR CHANGE OFDIRECTION GREATER

USE RIGID ELBOWS

THAN 45°

[300mm]

SEE SPECIFICATIONS FOR CLAMPSAND SEALANT (TYP.)

THERMAL INSULATIONSEE SPECIFICATIONS

TYPICALDIFFUSER ORREGISTER INLAY-IN CLG.

NOTE:

1. THE USE OF FLEXIBLE AIR DUCT CONNECTORS ARE NOT PERMITTEDFOR THE DEDICATED AHU SERVING THE SURGICAL SUITE.

ROUND FLEXIBLE CONNECTION

RECTANGULAR FLEXIBLE CONNECTION

FLANGEDCONNECTION ON FANSIDE

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

FLEXIBLEMATERIAL ASSPECIFIED

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 ON12" [300mm] CENTERS

RIVET ON 4"[100mm] CENTERS

SHEET METAL ASSPECIFIED FORDUCTWORK.

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

BOLT ON 4" [100mm] CENTERS

1" [25mm] FLANGE & HEMALTERNATEPOSITIONOF BOLT 1 1/2" [40mm]

POCKET SLIP

DUCT

SHEET METAL ASSPECIFIED FORDUCTWORK.

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

1 1/2" [40mm] MIN. TO 3" [75mm] MAX.INSTALLED. 6" [150mm] NOMINAL WITHMATERIAL TAUT

FLANGEDCONNECTIONON FAN SIDE

WASHER

FLEXIBLE MATERIALAS SPECIFIED

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

MRI SCAN ROOM

RF WAVE FILTER AT DUCT

PENETRATION THROUGH RF

SHIELD

CEILING

RF WAVE GUIDE AT

PIPING PENETRATION

THROUGH RF SHIELD

COPPER, OR SIMILAR

NON-FERROUS PIPING

ALUMINUM, OR SIMILAR

NON-FERROUS DUCTWORK

TYPICAL PIPING

ADJACENT SPACE

DUCT MOUNTED SOUND

ATTENUATOR

STANDARD GALVANIZED

DUCTWORK

RF SHIELDING

PARENT WALL

ROUND SHEET METAL DUCT.

MAIN SUPPLY

PLAN VIEW

RIGID DUCT TO AIR TERMINAL

UNIT.

45°M

AX

.

"D"

DESIGNER'S NOTES:

BRANCH DUCT TAKE-OFF PLAN VIEW

TURNING VANES

1/4 W OR 4" [100mm] MIN.

AIR

FLO

W

MAIN SUPPLY

DUCT

AIR

FLOW

AIR

FLOW

AIR

FLOW

VOLUME EXTRACTOR; ADJUSTABLE

FROM FULLY CLOSED POSITION TO

CFM NOTED ON FLOOR PLANS

MAIN

SUPPLY

DUCT

TOP REGISTER

ADJUSTABLE

METAL ROD

OR LINKAGE

PROVIDE VOLUME

DAMPER

PROVIDE VOLUME

DAMPER

SEE FLOOR PLAN FOR

SPLIT DIMENSION

MAIN

SUPPLY

DUCT

SUPPLY REGISTER

OR BRANCH DUCT

AIR

FLO

W

AIR

FLOW

AIR

FLOW

SUPPLY REGISTER TAKE-OFF

PLAN VIEW

AIR SPLIT DUCT TAKE-OFF PLAN

VIEW

1. THE SUPPLY REGISTER TAKE-OFF MAY BE USED FOR UP UP TO 25% OF THE MAIN DUCT CFM.

THE BRANCH DUCT TAKE-OFF MAY BE USED FOR UP TO 15% OF THE MAIN DUCT CFM ANYTIME

AND UP TO 40% WHEN THE MAIN DUCT VELOCITY IS 1000 FPM [5.1 M/S] OR LESS. THE AIR SPLIT

DUCT TAKE-OFF SHALL BE USED IN ALL OTHER CASES AND MAY BE USED AT ANYTIME.

2. SHOW ALL VOLUME DAMPERS ON FLOOR PLANS.

W

NOTE:

1.

2.

DELETE INSULATION STAND-OFF ON DUCTWORK WITHOUT EXTERIOR INSULATION.

DETAIL SHOWS SINGLE BLADE DAMPER. DAMPER INSTALLATION SHALL BE SIMILAR FOR

MULTI-BLADE DAMPERS & ROUND DAMPERS.

INSULATION SEESPECIFICATION

DAMPER BLADE

1/8" [6mm]CLEARANCEALL AROUND

OUTSIDE END BEARING

INSIDE END BEARING

HANDLE WITHLOCKINGQUADRANT

INSULATION STAND-OFF

1/2" [15mm] ROUNDROD PIN

DUCT

STIFFEN BLADEAS REQUIRED

SIDE ELEVATION SECTION


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SCALE: NTS

ALTERNATE SUPPLY DUCT TAKEOFF - AIRTERMINAL UNITS

3

SCALE: NTS

DUCT CONNECTION - AIR TERMNAL UNITS11

SCALE: NTS

DUCTWORK RADIUS ELBOWS5

SCALE: NTS

DUCTWORK SQUARE VANE ELBOWS4

SCALE: NTS

EXHAUST OR RETURNBRANCH DUCTWOR

6

SCALE: NTS

FCU-VAV COIL PIPING CONNECTION - 2 WAY PRESSUREINDEPENDENT CONTROL VALVE

12

SCALE: NTS

FLEXIBLE AIR DUCT CONNECTOR8

SCALE: NTS

FLEXIBLE DUCT CONNECTIONS9

SCALE: NTS

MRI SCAN ROOM PENETRATION DETAIL7

SCALE: NTS

SUPPLY DUCT TAKEOFF - AIRTERMINAL UNITS

2 SCALE: NTS

SUPPLY DUCTWORK TAKE - OFFS1

SCALE: NTS

VOLUME DAMPER10

PIPEPIPE SLEEVE

WHERE SPECIFIED

FIRE-STOPPING

MATERIAL

BOLT

RISER

CLAMP

PIPE SLEEVE

WHERE

SPECIFIED

RISER

CLAMP

INSULATION

ELEVATION

RISER

PLAN

RISER CLAMP.

BOTTOM CLAMP

REQUIRED AT

ANCHOR POINTS

ONLY.

PROVIDE ANCHORS ONLY

WHERE SHOWN ON

DRAWINGS.

EXTEND SLEEVE ABOVE

FLOOR WHERE SPECIFIED.

BOLT

(TYPICAL)

FLOOR

SLAB

NOTES:

1.

2.OPTION "A"

OPTION "B"

ROOF DECK

ABS CURB CAB

EPDM RUBBER CAP

INSULATION

1" CLEAR OPENING AROUND PIPE TOALLOW FOR PIPE MOVEMENT

INSULATED ROOF CURBWITH 26 GA. GALVANIZEDCOUNTER FLASHING

ACRYLIC COATED ABSRIB REINFORCEDPLASTIC CURB COVER

EPDM PROTECTIVERUBBER CAP

STAINLESSSTEEL CLAMP

SINGLE OR MULTIPLEPIPE PENETRATIONS

PIPE PENETRATION(S) PERPLAN

[100m

m]

HIGH COMPRESSIVE

STRENGTH INSULATION

INSERT UNDER SHIELD

SECURE TO ROOF SLAB WITH

(4) 3/8" [8.0mm]Ø EXPANSION

BOLTS OR WELD TO STEEL

DECK

CONCRETE ROOF SLAB OR

STEEL ROOF DECK

ROOF SYSTEM

INSULATION AND

MEMBRANE

PRE-MOULDED

FLEXIBLE PIPE

COUNTER FLASHING

CLAMPING RING

ROOF SURFACE

WELD PIPE SADDLE

SUPPORT TO PIPE.

PROVIDE WATER

TIGHT CONNECTION

NOTES:

PROVIDE RESTRAINING CLAMPS 8'-0" [2438] O.C.

[200m

m]

8"x8"x3/8"

[203x203x8.0mm] STEEL

PLATE

WELD PLATE TO

PIPE

SEALANT

2" [50mm] STEEL

PIPE

2-1/2" [65mm] STEEL PIPE

8"

4"

[300m

m]

12"

MIN

.

PROVIDE ALUMINUM

JACKETPIPE AND

INSULATION

INSULATION

PROTECTION

SHIELD

ROOF INSULATION

FASTEN ANGLE IRONSECURELY TO DUCT

AND ROOF STRUCTURE

SECURE CURB TOROOF WITH SCREWS,

PINS, OR BOLTS

EXTEND DUCTWORKOVER TOP OF CURB,SECURE DUCTWORK

TO CURB NAILER

EXHAUST FANWITH BIRDSCREEN

SECURE EXHAUST FAN TOROOF CURB

PREFABRICATEDINSULATED CURB WITHTREATED WOOD NAILER.

COUNTER BALANCED BACKDRAFT(UNLESS NOTED OTHERWISE)DAMPER, SECURE TO DUCT FROMABOVE TO ALLOW SERVICE ORREMOVAL OF DAMPER FROM ROOF

ROOF DECK REFER TOARCHITECTURAL DRAWINGS

EXHAUST DUCT UP THROUGHROOF. SEE PLANS FOR SIZEAND LOCATION.


6"


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SCALE: NTS

SUPPORT ANCHOR FOR PIPE RISER1SCALE: NTS

PIPE ROOF PENETRATION CURB2SCALE: NTS

PIPE ON ROOF SUPPORT3SCALE: NTS

DOWNBLAST EXHAUST FAN4


6"


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7. FRAME TYPE TO MATCH CEILING CONSTRUCTION, COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN.6. BRANCH DUCT SIZE SHALL BE SAME AS NECK SIZE UNLESS OTHERWISE SHOWN ON DRAWINGS.

5. NECK SIZE SHOWN ON DRAWINGS.

4. 4-WAY THROW PATTERN UNLESS OTHERWISE SHOWN ON DRAWINGS.

3. PROVIDE NECK FOR DUCT CONNECTION.2. FINISH - BAKED ENAMEL FINISH, WHITE TO MATCH CEILING COLOR.

1. ALL ALUMINUM CONSTRUCTION

NOTES:

E2C EXHAUST - - - - SEE PLAN SEE PLAN - - 8E1C EXHAUST - - - - SEE PLAN SEE PLAN - - 8

R2C RETURN - - - - SEE PLAN SEE PLAN - - 8

R1C RETURN - - - - SEE PLAN SEE PLAN - - 8

S2C SUPPLY - - - - SEE PLAN SEE PLAN - - 8S1C SUPPLY - - - - SEE PLAN SEE PLAN - - 8

CSD-1 SUPPLY - - - - SEE PLAN SEE PLAN - - 8

EXISTING DRG'SEG-1 EXHAUST TITUS PXP-AA PERFORATED DROP CEILING 24X24 SEE PLAN 30 0.06 1-3, 5-7

EXHAUSTRG-1 RETURN TITUS PXP-AA PERFORATED DROP CEILING 24X24 SEE PLAN 30 0.06 1-3, 5-7

RETURNCD-2 SUPPLY TITUS TMR-AA ROUND OPEN CEILING 16 SEE PLAN 25 0.1 1-6

CD-1 SUPPLY TITUS OMNI-AA PLAQUE DROP CEILING 24X24 SEE PLAN 20 0.1 1-7SUPPLY

MARK SERVICE MANUFACTURERS MODEL TYPE MOUNTINGFACE SIZE

INNECK SIZE

INMAXNC

MAX. PRESS.DROP

IN. W.C.NOTES

DIFFUSER, REGISTER, AND GRILLE SCHEDULE


5. PROVIDE SHAFT GROUNDING SYSTEM ON MOTOR. REFER TO MOTOR SPECIFICATION FOR ADDITIONAL INFORMATION.4. DIVISION 26 CONTRACTOR TO FURNISH STARTER.

3. DIVISION 26 CONTRACTOR TO FURNISH DISCONNECT SWITCH.

2. PROVIDE WITH MINIMUM 12" HIGH ROOF CURB, BIRDSCREEN AND BACKDRAFT DAMPER.

1. ELEVATION: 604 FEET ABOVE SEA LEVEL. AIRFLOWS SHOWN INCLUDE ALTITUDE CORRECTION VALUES.NOTES:

EF-3 CONTROL ROOM 120-60 RESTROOMS - - 175 - 0.25 - 107 W - - - - - - 6

EF-2 ROOF LOBBY WAITING - 105-60 - - 700 - 0.40 - 1/6 - - - - - - 6

EF-1 ROOF MRI EMERGENCY EXHAUST - - 1200 - 0.25 - 1/6 - - - - - - 6EXISTING EXHAUST FANS

EF-4 ROOF MRI SCAN ROOM - 123-60 GREENHECK G-123-VG 1200 DOWNBLAST 0.50 DIRECT 0.5 1725 N 44 208/1 NOTE 3 NOTE 4 1-5NEW EXHAUST FAN

V/PH DISC. STARTERMARK LOCATION SERVICE MANUFACTURERS MODEL

AIRFLOWCFM

TYPEESP(IN)

DRIVE(BELT/DIRECT)

MIN.HP

FANRPM

VFD(Y/N)

WEIGHTLBS

ELECTRICALNOTES

FAN SCHEDULE

11. EXISTING TO REMAIN (ETR). SHOWN FOR REFERENCE ONLY.10. PROVIDE COIL PIPING COMPONENTS AND CONNECTIONS AS SHOWN IN DETAIL 12/M-501.

9. PROVIDE BOX WITH EITHER RIGHT HAND OR LEFT HAND CONFIGURATION AS SHOWN ON DRAWINGS.

8. PROVIDE FACTORY-INSTALLED, PRESSURE INDEPENDENT, DDC CONTROL PACKAGE.

7. PROVIDE FACTORY INSTALLED CONTROL POWER (CP) TRANSFORMER. COORDINATE PRIMARY POWER WITH DIVISION 26. COORDINATE CONTROLS WITH TEMPERATURE CONTROL CONTRACTOR.

6. PROVIDE INTEGRAL DISCONNECT SWITCH.5. PROVIDE DUCT TRANSITION FROM VAV OUTLET TO THE SCHEDULED OUTLET SIZE WHERE THE SCHEDULED OUTLET SIZE IS LARGER THAN THE VAV OUTLET CONNECTION SIZE.

4. INLET SIZE SHOWN IS THE MINIMUM ALLOWABLE INLET SIZE. NO SMALLER SIZES SHALL BE ACCEPTED. PROVIDE DUCT TRANSITION FROM BRANCH TO INLET SIZE SHOWN WHERE BRANCH IS LARGER THAN VAV INLET SIZE.

3. ELEVATION: 604 FEET ABOVE SEA LEVEL. COIL CAPACITIES AND AIRFLOWS SHOWN INCLUDE ALTITUDE CORRECTION VALUES.

2. SEE 233600 FOR RELATED INFORMATION.1. CONTROLLER AND DAMPER ARE FURNISHED UNDER 230923 DIRECT DIGITAL CONTROLS.

NOTES:

VAV-9 AHU-2 MRI SCANNER - - 5 - 235 235 - - - - - - - - - - - 11

VAV-8 AHU-2 EXHAUST TRACKS VAV-4 - - 8 - - - - - - - - - - - - - - 11VAV-7 AHU-2 ENTRY VEST. 104 - - 5 - 215 120 - - - 5.5 180 160 0.6 - - - - 11

VAV-6 AHU-2 DRESSING ROOMS 108-111 - - 4 - 125 85 - - - 4 180 160 0.4 - - - - 11

VAV-5 AHU-2 STORAGE ROOM - - 4 - 150 80 - - - 3.5 180 160 0.4 - - - - 11

VAV-4 AHU-2 LOBBY WAITING 105-60 - - 8 - 700 300 - - - 13 180 160 1.3 - - - - 11VAV-3 AHU-2 CONTROL ROOM 120-60 - - 8 - 800 230 - - - 10 180 160 1 - - - - 11

VAV-1 AHU-2 MRI SCAN ROOM 121-60 - - 8 - 700 275 - - - 12 180 160 1.2 - - - - 11EXISTING VAV'S

VAV-2 AHU-2 MRI SCAN ROOM 123-60 TITUS DESV 12 16X15 1465 155 435 180 160 16.5 180 160 1.65 1 0.32 115/1 24 1-10NEW VAV

IN V/PH OUT VDC

EAT°F

LAT°F

MIN.MBH

EWT°F

LWT°F

FLOWGPM

ROWSMAX WPD

(FT)MARK

AHUMARK

LOCATION/SERVICE MANUFACTURERS MODELINLETSIZE

IN

OUTLETSIZE

W"XH"

PRIMARYAIRCFM

MINIMUMCFM

HEATCFM

HEATING COILCONTROL TRANSFORMER

NOTES

VARIABLE AIR VOLUME TERMINAL UNIT - HYDRONIC HEAT


7. PROVIDE UPFLOW TOP DISCHARGE CABINET CONFIGURATION.

6. INFRARED TYPE HUMIDIFIER.

5. SPECIFIED FAN ESP INCLUDES LOSSES FOR DIRTY FILTERS.

4. PROVIDE UNIT WITH INTEGRAL STARTER AND LOCKING DISCONNECT SWITCH.3. PROVIDE DIGITAL SCROLL COMPRESSOR WITH UNLOADING CAPACITY TO 20% OF FULL LOAD, SOUND JACKET AND THERMAL EXPANSION VALVE.

2. PROVIDE 2" MERV 8 THROWAWAY AIR FILTERS.

1. EQUIPMENT SIZED FOR 105 °F AMBIENT TEMPERATURE.

NOTES:

CRU-1 MRI EQUIP. ROOM - 125-60 MRI EQUIP. ROOM - 125-60 LIEBERT PDX-029 410A 4450 0.25 4.8 87.39 70.8 70.0 57.1 53.50 50.32 87.39 70.8 70.0 57.13 53.50 50.32 44 54 19.2 10 51.6 15.1 74.3 2 - 7.7 0 43.3 50 - - 460/3 8

EXISTING CRU

CRU-2 MRI EQUIP. ROOM - 125-60 MRI EQUIP. ROOM - 125-60 LIEBERT PX018 410A 2800 0.20 4.2 64.1 59.7 70 60.98 55 50 64.1 59.7 70 60.98 55 50 44 54 13.6 5.9 40.9 12 90 2 - 7.7 0 35.6 40 NOTE 4 NOTE 4 460/3 1-7

NEW CRU

DB WB DB WB DB WB DB WBCFM

ESPIN

HPTC

MBHSC

MBHEAT LAT TC

MBHSC

MBHEAT LAT EWT

°FLWT

°FGPM

MAXWPD FT

CAPMBH

KWLAT

DB °FMIN. NO.STAGES

KW LBS/HR MCA MOCPDISC.TYPE

STARTERTYPE

V/PHMARK LOCATION SERVICE MANUFACTURERS MODEL

REFR.TYPE

SUPPLY FAN COIL 1 - DX COOLING COIL COIL 2 - CHW COOLING COIL HEATING COIL HUMIDIFIER MIN.OA

CFM

ELECTRICAL

NOTES

COMPUTER ROOM UNIT - DUAL COOL (DX - CHW COOLING / ELECTRIC HEAT) SCHEDULE


10. CO-ORDINATE WITH ARCHITECT FOR ANCHORING REQUIREMENTS.

9. COORDINATE SIZE OF CONDUCTOR TERMINATION LUGS WITH CONDUCTOR SIZES SHOWN ON ELECTRICAL DRAWINGS.

8. STARTERS FOR ALL MOTORS SHALL BE FURNISHED INTEGRAL WITH UNIT.7. PROVIDE FACTORY MOUNTED DISCONNECT INSTALLED ON SERVICE SIDE OF UNIT.

6. PROVIDE PREFABRICATED EQUIPMENT SUPPORT RAILS.

5. PROVIDE LIQUID LINE FILTER DRYER AND SIGHT GLASS.

4. CONTRACTOR SHALL COORDINATE REFRIGERANT PIPE CONFIGURATION, SIZE, AND ROUTING AS RECOMMENDED BY MANUFACTURER.

3. COORDINATE WITH THE MANUFACTURER THE HORIZONTAL AND VERTICAL REFRIGERANT PIPE ROUTING TO DETERMINE PIPE SIZES FOR THE REFRIGERANT PIPING. MANUFACTURER SHALL PROVIDE DETAILED REFRIGERANT PIPING DIAGRAMS INCLUDING DIMENSIONAL DATA FORALL REFRIGERANT PIPING DEVICES. THE MANUFACTURER SHALL SIZE AND LOCATE THE ASSOCIATED REFRIGERANT TRAPS BASED ON THE ACTUAL ROUTING AND PROVIDE OTHER APPURTENANCES TO PROVIDE A FULLY FUNCTIONAL AND OPERATIONAL SYSTEM. COORDINATEWITH THE MANUFACTURER LOCATIONS FOR ALL REFRIGERANT PIPING DEVICES TO MAINTAIN SERVICEABILITY AND ACCESSIBILITY. CONTRACTOR TO INCLUDE REFRIGERANT PIPE ROUTING AND SIZES WITH THE ACCU-2 SUBMITTAL.

2. EQUIPMENT SIZED FOR 105 °F AMBIENT TEMPERATURE.

1. PROVIDE LOW AMBIENT CONTROL TO 0 °F.

NOTES:

ACCU-1 ROOF CRU-1 LIEBERT MCM050 410A 98.64 - 1 10.81 1000 2.8 15 - - 460/3 11EXISTING ACCU

ACCU-2 ROOF CRU-2 LIEBERT MCM040 410A 64.1 59.7 1 2.62 231 1.4 15 NOTE 7 NOTE 8 460/3 1-10NEW ACCU

FLA MOCPDISC.TYPE

STARTER V/PHMARK LOCATION SERVICE MANUFACTURERS MODEL

REFR.TYPE

THMBH

SHMBH

MIN. NO.OF STAGES

SEER/COPWEIGHT

LBS

ELECTRICAL

NOTES

AIR COOLED CONDENSER SCHEDULE

ABBREVIATIONS

AI ANALOG INPUT

A

AO ANALOG OUTPUT

AFS AIRFLOW STATION

BI BINARY INPUT

B

BO BINARY OUTPUT

BP BUILDING PRESSURE

AF AFTER FILTER

CC COOLING COIL

C

CHW CHILLED WATERCP CIRCULATING PUMP

DX DIRECT EXPANSION

D

DP DIFFERENTIAL PRESSURE

EA EXHAUST AIR

E

EF EXHAUST FAN

CT CURRENT TRANSMITTER

FF FINAL FILTER

F

GF GAS FURNACE

G

HC HEATING COIL

H

ER ENERGY RECOVERY

BPC BUILDING PRESSURE CONTROL

HW HOT WATERHGB HOT GAS BYPASS

IFB INTEGRAL FACE AND BYPASS

I

LAT LEAVING AIR TEMPERATURE

L

LWT LEAVING WATER TEMPERATUREHGB HOT GAS BYPASS

ACV AIRFLOW CONTROL VALVEAHU AIR HANDLING UNIT

EAT ENTERING AIR TEMPERATURE

EWT ENTERING WATER TEMPERATURE

MAT MIXED AIR TEMPERATURE

M

MOA MINIMUM OUTSIDE AIR

ECM ELECTRONICALLY COMMUTATED MOTER

NG NATURAL GAS

N

DD DIRECT DRIVE

OA OUTSIDE AIR

O

OCC OCCUPANCYOX OXYGENOXS OXYGEN SENSOR

PCC PRECOOLING COIL

P

PHC PREHEAT COILPF PREFILTER

BAC BUILDING AUTOMATION CONTROL

RA RETURN AIR

R

R/E RETURN/EXHAUSTR/R RETURN/RELIEF

SA SUPPLY AIR

S

SF SUPPLY FANSD SMOKE DAMPER

RF RETURN FAN

FSD FIRE SMOKE DAMPER

TCP TEMPERATURE CONTROL PANEL

T

TA TRANSFER AIRTMV THERMOSTATIC MIXING VALVETCV TEMPERATURE CONTROL VALVE

UV ULTRAVIOLET

U

VFD VARIABLE FREQUENCY DRIVE

V

SYMBOLS

EQUIPMENT

CHILLED WATER COIL

DIRECT EXPANSIONCOIL

HOT WATER COIL

HOT WATER INTEGRALFACE-AND-BYPASS COIL

ELECTRIC HEATING COIL

GAS FURNACE

HUMIDIFIER DISPERSION GRID

MODULATING OPPOSEDBLADE DAMPER

MODULATING PARALLELBLADE DAMPER

SMOKE DAMPER

BACKDRAFT DAMPER

VAV ATU MODULATINGDAMPER

2-POSITION OPPOSEDBLADE DAMPER

2-POSITION PARALLELBLADE DAMPER

FILTER

BLOWER FAN

PLENUM FAN

PUMP

CURRENT TRANSMITTER

2-WAY MODULATINGCONTROL VALVE


3-WAY MODULATINGCONTROL VALVE

SENSORS & DEVICES

DUCTWORK

PIPING

ZONE

NEGATIVE SPACE DIFFERENTIAL PRESSURE SENSOR

POSITIVE SPACE DIFFERENTIALPRESSURE SENSOR

ZONE OCCUPANCY SENSOR

ZONE HUMIDITY SENSOR

ZONE TEMPERATURE SENSOR

AQUASTAT

FLOW METER

PRESSURE SENSOR

TEMPERATURE SENSOR

SUPPLY AIR DUCT STATIC PRESSURE SENSOR

RETURN/EXHAUST AIR DUCTSTATIC PRESSURE SENSOR

DIFFERENTIAL PRESSURESENSOR

DAMPER POSITION INDICATOR

HUMIDITY SENSOR

FREEZESTAT

TEMPERATURE SENSOR

SMOKE DETECTOR

AIRFLOW STATION

VOC VOLITILE ORGANIC COMPOUNDVOC VOLITILE ORGANIC COMPOUND

AIRFLOW SENSOR

RHC REHEAT COIL

XX XXXX

POINT TYPE

POINT NAME

AV ANOLOG VIRTUAL

BV BINARY VIRTUAL

MECHANICAL CONTROLS LEGEND

P

T

H

L

H

L

H L

H

FRZ

T

SD

AFS

T

H

O

H

L

H

L

CHW

DX

HW

HW IFB

ELEC

M

M

SD

M

M

M

CT

M

M

M

ENTHALPY SENSOR


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:










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60-M-701

MECHANICAL CONTROLS

SCP

60

41 52JRM


01/22/2021

623-CSI-103


5. SEE UPS 797 AND UPS 800 FOR ROOM AIR BALANCE INFORMATION.

4. DIVISION 23 CONTRACTOR TO PROVIDE ROOM AIR BALANCE WHERE POSSIBLE. AIR BALANCE SHALL BE NEUTRAL FOR NON-CRITICAL SPACES NOT SHOWN IN SCHEDULE.

3. ZONE LEVEL SET POINT CONDITIONS SHALL RESET TO UNOCCUPIED UNTIL PATIENT ROOM SETPOINTS ARE SATISFIED.2. ZONE LEVEL SET POINT CONDITIONS SHALL BE AS SCHEDULED UNLESS OTHERWISE SCHEDULED OR NOTED FOR ROOM SPECIFIC SPACE CONDITIONS.

1. ZONE LEVEL OCCUPANCY HOUR SCHEDULE SHALL BE PER BUILDING OPERATING HOURS UNLESS OTHERWISE SCHEDULED.

NOTES:

SUNDAY 7:30 a.m. - 6:00 p.m.SATURDAY 7:30 a.m. - 6:00 p.m.

MONDAY - FRIDAY 7:30 a.m. - 6:00 p.m.BUILDING OPERATING HOURS (VERIFY WITH STATION)

MIN. AMBIENT DB TEMP (50 YRS) -7.3 ˚FMAX. AMBIENT DB TEMP (50 YRS) 115.7 ˚F

DEHUMIDIFICATION 0.4% (DP / HR / MCDB) 77.4 ˚FDb / 146.0 / 85.5 ˚FWb

COOLING 0.4% (DB / MCWB) 100.2 ˚FDb / 75.5 ˚FWb

HUMIDIFICATION 99.6% (DP / HR / MCDB) 4.8 ˚F / 7.2 / 20.1 ˚FHEATING 99.6% (F DB) 15.7 ˚F (99.6% F DB)

ASHRAE CLIMATE ZONE 3A

WEATHER STATION 2017 ASHRAE CLIMATE DATA / 723556CLIMATE CONDITIONS

PROJECT DESIGN CONDITIONS

HVAC DESIGN MANUAL

SPACE / UNIT DESCRIPTIONS

COOLING HEATING HUMIDIFICATION MAX.NOISELEVEL

NCROOM AIR BALANCE

(o) (+) (-) (- -) (+ +) NOTESOCC.˚F Db

UNOCC.˚F Db

OCC.˚F Db

UNOCC.˚F Db

MAX.%RH

MIN.%RH

IMAGING SERIES (MRI UNIT)

MRI CONTROL ROOM 75 78 70 68 50% 30% 40 (o) 1-4

MRI SCANNING ROOM 68 70 70 68 50% 40% 35 (o) 1-4

MRI SYSTEMS COMPONENT ROOM 70 NA 70 NA 60% 40% 40 (o) 1-4

1. SEE EQUIPMENT POINT LISTS FOR EQUIPMENT SPECIFIC TRENDING REQUIREMENTS.NOTES:

CALC 1 HOUR 30 DAYS N/A

BO CHANGE OF VALUE 24 HOURS 3 DAYSAO 15 MIN. 24 HOURS 3 DAYS

BI CHANGE OF VALUE 24 HOURS 3 DAYS

AI 15 MIN. 24 HOURS 3 DAYS

POINT NAME TREND INTERVALOPERATIONAL TREND

DURATIONTESTING TREND

DURATION

POINTS LIST - STANDARD TRENDING INTERVALS

T H

T

M

H

M

AI ZONE HUMIDITY

SA OUTSA IN

HWS HWR

M

HW

AIAIRFLOW

AO

AI

AO

ZONE DAMPER

VAV LAT

RHC VALVEAI ZONE TEMP

AI ZONE SETPOINT ADJUST

N.C.

AI ZONE HUMIDITY

RA IN

ZONE

DANFOSS PRESSURE

INDEPENDENT

CONTROL VALVE

CASE 2CASE 1

SEQUENCE OF OPERATIONSVAV AIR TERMINAL UNIT (VAV-X)

GENERAL DESCRIPTIONThe single duct variable air volume terminal unit (VAV ATU) with a hot water reheat coil provides heating, cooling, ventilation, and dehumidification for the conditioned space as shown on the drawings. The unit shall operate subject to a digital display space temperature sensor and a VAV box controller.

OPERATING MODES

OCCUPIED MODE - COOLINGThe VAV ATU and reheat coil shall be in Occupied Mode - Cooling when the associated space is within occupied hours as defined by the project design conditions schedule, the associated zone humidity is below the zone high humidity limit, AND the associated zone temperature is above its cooling setpoint.

OCCUPIED MODE - HEATINGThe VAV ATU and reheat coil shall be in Occupied Mode - Heating when the associated space is within occupied hours as defined by the project design conditions schedule AND the associated zone temperature is below its heating setpoint.

DEHUMIDIFICATION MODEThe VAV ATU and reheat coil shall be in Dehumidification Mode when the associated space is above its high humidity limit as defined by the project design conditions schedule.

UNOCCUPIED MODEThe variable air volume terminal unit and reheat coil shall be in unoccupied mode when the associated space is outside of occupied hours as defined by the project design conditions schedule

COMPONENT CONTROLSThe VAV ATU zone damper and reheat coil shall operate to maintain the zone temperature setpoint. The occupant shall have the ability to adjust the zone temperature 3 deg up and 2 deg down from the setpoint defined by the project design conditions schedule.

ZONE DAMPER

OCCUPIED MODE – COOLING:The zone damper shall modulate between its scheduled minimum and primary airflow values to maintain the zone temperature setpoint as defined by the project design conditions schedule.

OCCUPIED MODE – HEATING:The zone damper shall modulate down to its scheduled minimum airflow. If more heat is required, the zone damper shall modulate to its minimum heating airflow setpoint (adj.)

DEHUMIDIFICATION MODE:The zone damper shall operate as if in Occupied Mode – Cooling.

UNOCCUPIED MODE:The zone damper shall modulate down to its scheduled minimum airflow.On a call for heat, The zone damper shall operate as if in occupied mode to maintain the unoccupied zone temperature setpoint.

REHEAT COIL VALVE

OCCUPIED MODE – COOLING:The reheat coil valve shall be off.

OCCUPIED MODE – HEATING:The reheat coil valve shall modulate to maintain the scheduled VAV ATU leaving air temperature until the zone temperature is within its setpoints.

DEHUMIDIFICATION MODE:The humidity sensor shall measure the associated zone relative humidity and modulate the reheat coil valve to maintain a leaving air temperature setpoint 1 deg less than the zone cooling setpoint until the zone humidity is within its setpoints.

UNOCCUPIED MODE:On a call for heat, The reheat coil valve shall operate as if in occupied mode to maintain the unoccupied zone temperature heating setpoint.

SEQUENCE OF OPERATIONSEXHAUST FAN (EF-X)

GENERAL DESCRIPTIONThe exhaust fan provides emergency exhaust for and MRI Scan Room as shown on the drawings.

OPERATING MODES

NORMAL OPERATING MODEThe exhaust fan shall be in normal operating mode unless there is an alarm from the emergency wall switch.

STANDBY MODEThe exhaust fan shall be in normal operating mode unless there is an alarm from the emergency wall switch. Standby Mode shall be disabled by manual reset.

SAFETIES, OVERRIDES, AND INTERLOCKS

EMERGENCY WALL SWITCH INTERLOCKSThe emergency exhaust fan shall be enabled via hard wired interlock at the fan start circuit upon receipt of a signal from the emergency wall switch.

MRI RETURN AIR DAMPER INTERLOCKSThe MRI Return Air Damper shall be closed via hard wired interlock whenever the emergency exhaust fan is on.

COMPONENT CONTROLS

EXHAUST FAN

NORMAL OPERATING MODE:The exhaust fan shall be OFF.

STANDBY MODE:The exhaust fan shall be ON.

MOTORIZED DAMPER

NORMAL OPERATING MODE:The motorized damper shall be OPEN.

STANDBY MODE:The motorized damper shall be CLOSED.

M

STARTER

M N.O.

RARA

ROOF

MRI CONTROL ROOMMRI SCAN ROOM

CTM

EA IN

EA OUTBI

BI EMERGENCY WALL SWITCH

BO MRI RA DAMPERBOEA DAMPER

EA DAMPER STATUS

BO EF START/STOP

SEQUENCE OF OPERATIONSCOMPUTER ROOM UNIT (CRU-X)

GENERAL DESCRIPTIONThe computer room unit provides heating, cooling, and humidification for and MRI Equipment Room as shown on the drawings.

OPERATING MODES

NORMAL OPERATING MODEThe computer room unit shall be in normal operating mode at all times unless overridden by the other mode outlined in this sequence.

BACKUP MODEBackup mode shall be activated when the supply fan status is on, and there is a call for cooling, and the cooling coil leaving air temperature remains 5°F (adj.) above its setpoint for greater than 5 minutes (adj.)

COMPONENT CONTROLS

COOLING COIL CHILLED WATER VALVE MODULATING

NORMAL OPERATING MODE:The cooling coil chilled water valve shall be fully closed.

STANDBY MODE:The cooling coil chilled water valve shall modulate to maintain the cooling coil leaving air temperature setpoint.

AIR COOLED CONDENSING UNIT

NORMAL OPERATING MODE:The air cooled condensing unit shall be on.

STANDBY MODE:The air cooled condensing unit shall be off.

M

ACCU FACTORY CONTROLS

WITH CONTROL INTERLOCK

BY TCC.

SA

DX

IRH

STARTER

CHWS

CHWR

CTM

CRU UNITARY

CONTROLLER W/

BACNET IP INTERFACE

M

H

T

CH

WE

LE

CD

X

BO FAN START/STOP

BI FAN STATUS

AO CHW VALVE

BO CONDENSING UNIT ENABLE

AO CONDENSING UNIT

BO HUMIDIFIER ENABLE

AO HUMIDIFIER

BO HEATER ENABLE

AI ZONE TEMP

AI ZONE HUMIDITY


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:










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60-M-702

MECHANICAL CONTROLS

SCP

60

42 52JRM


01/22/2021

623-CSI-103


SCALE: NTS

VARIABLE AIR VOLUME TERMINAL UNIT (VAV-X) TYPICAL CONTROL DIAGRAM1

3. VAV AIR TERMINAL UNIT FURNISHED WITH FACTORY INSTALLED CONTROLS. COORDINATE CONTROLLER WITH VAV MAKE WITH VAV MANUFACTURER.

2. SEE PROJECT DESIGN CONDITIONS SCHEDULE ON SHEET XX-M-701 FOR APPLICABLE SETPOINTS.

1. SEE STANDARD TRENDING POINTS LIST SCHEDULE ON SHEET XX-M-701 FOR APPLICABLE TREND INTERVALS.NOTES:

LOW ZONE HUMIDITY ZONE HUMIDITY IS LESS THAN ITS SETPOINT X 5 MIN.

HIGH ZONE HUMIDITY ZONE HUMIDITY IS GREATER THAN ITS SETPOINT X 5 MIN.

LOW ZONE TEMP ZONE TEMPERATURE IS LESS THAN ITS HEATING SETPOINT BY 5 DEGREES (ADJ.) X 10 MIN.HIGH ZONE TEMP ZONE TEMPERATURE IS GREATER THAN ITS COOLING SETPOINT BY 5 DEGREES (ADJ.) X 10 MIN.

LOW LEAVING AIR TEMP VAV LAT IS LESS THAN 45 DEGREES (ADJ.) X 10 MIN.

HIGH LEAVING AIR TEMP VAV LAT IS GREATER THAN 110 DEGREES (ADJ.) X 10 MIN.ALARMS DESCRIPTION ALARM ALARM DELAYMINIMUM AIRFLOW SETPOINT SEE VAV ATU SCHEDULE X

PRIMARY AIRFLOW SETPOINT SEE VAV ATU SCHEDULE X

VAV LAT SETPOINT SEE VAV ATU SCHEDULE X

ZONE HUMIDITY SETPOINT NOTE 2 X

ZONE HEATING SETPOINT NOTE 2 X XZONE COOLING SETPOINT NOTE 2 X X

SETPOINTS VALUESAIRFLOW X X X

VAV LAT X X XZONE HUMIDITY X X

ZONE SETPOINT ADJUST X X X

ZONE TEMP X X XMISCELLANEOUSRHC VALVE X X XREHEAT COILZONE DAMPER X X XVAV ATU (VAV-X)

AI AO BI BO AV BV LOOP SCHED TREND ALARMPOINTS NAME

HARDWARE POINTS SOFTWARE POINTS SHOWN ONGRAPHIC

POINTS LIST SCHEDULE (VAV-X)

SCALE: NTS

EMERGENCY EXHAUST FAN (EF-X) TYPICAL CONTROL DIAGRAM3

1. SEE STANDARD TRENDING POINTS LIST SCHEDULE ON SHEET XX-M-701 FOR APPLICABLE TREND INTERVALS.

NOTES:

RETURN AIR DAMPER IN HAND COMMANDED CLOSED, BUT THE STATUS IS OPEN' X 10 MIN.

RETURN AIR DAMPER FAILURE COMMANDED OPEN, BUT THE STATUS IS CLOSED X 10 MIN.

EF RUNTIME EXCEEDED FAN RUNTIME EXCEEDS A USER DEFINABLE LIMIT X 10 MIN.

EF IN HAND COMMANDED OFF, BUT THE STATUS IS ON X 10 MIN.EF FAILURE COMMANDED ON, BUT THE STATUS IS OFF X 10 MIN.

EXHAUST AIR DAMPER IN HAND COMMANDED CLOSED, BUT THE STATUS IS OPEN X 10 MIN.

EXHAUST AIR DAMPER FAILURE COMMANDED OPEN, BUT THE STATUS IS CLOSED X 10 MIN.ALARMS DESCRIPTION ALARM ALARM DELAYEMERGENCY WALL SWITCH X X X XMRI SCANNING ROOMRETURN AIR DAMPER X X X

RETURN AIR DAMPER STATUS X X X

EXHAUST AIR DAMPER X X XEXHAUST AIR DAMPER STATUS X X X

DAMPEREF START/STOP X X X

EF STATUS X X XEXHAUST FAN


HARDWARE POINTS SOFTWARE POINTSSHOWN ON GRAPHIC

POINTS LIST SCHEDULE - EMERGENCY EXHAUST FAN (EF-X)

2. SEE PROJECT DESIGN CONDITIONS SCHEDULE ON SHEET XX-M-701 FOR APPLICABLE SETPOINTS.1. SEE STANDARD TRENDING POINTS LIST SCHEDULE ON SHEET XX-M-701 FOR APPLICABLE TREND INTERVALS.

NOTES:

COMPRESSOR RUNTIME EXCEEDED STATUS RUNTIME EXCEEDS A USER DEFINABLE LIMIT (ADJ.) X 10 MIN.COMPRESSOR IN HAND COMMANDED OFF, BUT THE STATUS IS ON X 10 MIN.

COMPRESSOR FAILURE COMMANDED ON, BUT THE STATUS IS OFF X 10 MIN.

FAN RUNTIME EXCEEDED STATUS RUNTIME EXCEEDS A USER DEFINABLE LIMIT (ADJ.) X 10 MIN.

FAN IN HAND COMMANDED OFF, BUT THE STATUS IS ON X 10 MIN.

FAN FAILURE COMMANDED ON, BUT THE STATUS IS OFF X 10 MIN.LOW SUPPLY AIR TEMPERATURE IF THE SUPPLY AIR TEMPERATURE IS 5°F LESS THAN ITS SETPOINT (ADJ.) X 10 MIN.

HIGH SUPPLY AIR TEMPERATURE IF THE SUPPLY AIR TEMPERATURE IS 5°F GREATER THAN ITS SETPOINT (ADJ.) X 10 MIN.

LOW ZONE HUMIDITY IF THE ZONE HUMIDITY IS 5% LESS THAN ITS SETPOINT (ADJ.) X 5 MIN.

HIGH ZONE HUMIDITY IF THE ZONE HUMIDITY IS 5% GREATER THAN ITS SETPOINT (ADJ.) X 5 MIN.LOW ZONE TEMPERATURE IF THE ZONE TEMPERATURE IS 5°F LESS THAN ITS SETPOINT (ADJ.) X 10 MIN.

HIGH ZONE TEMPERATURE IF THE ZONE TEMPERATURE IS 5°F GREATER THAN ITS SETPOINT (ADJ.) X 10 MIN.ALARMS DESCRIPTION ALARM ALARM DELAYLAT SETPOINT X X

ZONE HUMIDITY SETPOINT X XZONE HEATING SETPOINT X X

ZONE COOLING SETPOINT X XSETPOINTHEATER ENABLE X X XCONDENSING UNIT ENABLE X X X

CONDENSING UNIT X X X

CHILLED WATER VALVE X X X

HUMIDIFIER ENABLE X X X

HUMIDIFIER X X XFAN START/STOP X X X X

FAN STATUS X X X

UNIT ENABLE / ON-OFF X X

UNIT ON-OFF STATUS X X X

SMOKE DETECTOR X XDISCHARGE AIR TEMPERATURE X X X

ZONE HUMIDITY X X X X

ZONE TEMPERATURE X X X XCOMPUTER ROOM UNIT


HARDWARE POINTS SOFTWARE POINTSSHOWN ON GRAPHIC

POINTS LIST SCHEDULE - COMPUTER ROOM UNIT (CRU-X)

SCALE: NTS

COMPUTER ROOM UNIT (CRU-X) TYPICAL CONTROL DIAGRAM2

FAAP

FAAP

FACP

FACP

AMP

AMP

RPS

F

cd

cd

cd

cd

F

F

RT

RL

PS

FS

VT

DH

K

RD

FIRE ALARM SYMBOLS

FIRE ALARM CONTROL PANEL, SURFACE MOUNTED

FIRE ALARM CONTROL PANEL, RECESS MOUNTED

FIRE ALARM ANNUNCIATOR PANEL, SURFACE MOUNTED

FIRE ALARM ANNUNCIATOR PANEL, RECESS MOUNTED

AMPLIFIER PANEL, SURFACE MOUNTED

AMPLIFIER PANEL, RECESS MOUNTED

REMOTE POWER SUPPLY, SURFACE MOUNTED

REMOTE TEST STATION WITH INDICATING LIGHT

REMOTE INDICATING LIGHT

PRESSURE SWITCH, LOW/HIGH

WATERFLOW ALARM SWITCH

CONTROL VALVE TAMPER SWITCH

MAGNETIC DOOR HOLD OPEN DEVICE

KNOX BOX

MANUAL PULL STATION

FIREFIGHTER'S PHONE JACK

BELL

AUDIBLE NOTIFICATION DEVICE, WALL MOUNTED

AUDIBLE NOTIFICATION DEVICE, CEILING MOUNTED

AUDIBLE/VISUAL NOTIFICATION DEVICE, WALL MOUNTED

AUDIBLE/VISUAL NOTIFICATION DEVICE, CEILING MOUNTED

VISUAL NOTIFICATION DEVICE, WALL MOUNTED

VISUAL NOTIFICATION DEVICE, CEILING MOUNTED

BEAM DETECTOR

HEAT DETECTOR, E = ELEVATOR RECALL

SMOKE DETECTOR, E = ELEVATOR RECALL

SMOKE DETECTOR, SINGLE STATION

SMOKE DETECTOR, DUCT MOUNTED, SD = SUPPLY

ABORT SWITCH

cd = CANDELA RATING

cd = CANDELA RATING

cd = CANDELA RATING

cd = CANDELA RATING

RD = RETURN

UE

OE

M/G400A/3P

M/G400A/3P

C

PC

R

TS

T

100/3

100/3/70

100/3/70/1

2

100/3/CB

PP

#

#

#

J

#

#

GF

OR

#

OR

OR

EPO

AM

VM

DM

ST

KK

GFR

M

SPD

#

###

R

LP1135

A1LIGHT FIXTURE, CEILING MOUNTED

a

LIGHTING TRACK WITH TRACK LIGHT FIXTURES

LIGHT FIXTURE, POLE MOUNTED

LIGHT FIXTURE, WALL MOUNTED

EMERGENCY BATTERY PACK LIGHT FIXTURE,WALL MOUNTED

EMERGENCY BATTERY PACK LIGHT FIXTURE,CEILING MOUNTED

EXIT SIGN, WALL MOUNTED, FACE/ARROWS AS INDICATED

EXIT SIGN, CEILING MOUNTED, FACE/ARROWS AS INDICATED

EMERGENCY LIGHT FIXTURE, CEILING MOUNTEDA1E

a

A1

a

A1

A1

X1E

X1E

Y1E

Y1E

HOMERUN TO PANELBOARD, ARROWS INDICATENUMBER OF CIRCUITS, TICK MARKS INDICATENUMBER OF CONDUCTORS. DESIGNATIONS AREPANELBOARD AND CIRCUIT NUMBERS.

UNSWITCHED HOT CONDUCTORS SHOWN LEADINGNEUTRAL CONDUCTOR

NEUTRAL CONDUCTOR

SWITCHED HOT CONDUCTORS SHOWN TRAILINGGROUND CONDUCTOR

EQUIPMENT GROUNDING CONDUCTOR IN RACEWAY

ISOLATED GROUNDING CONDUCTOR IN RACEWAY

CONCEALED RACEWAY

EXPOSED RACEWAY

RACEWAY TURNING DOWN

RACEWAY TURNING UP

EQUIPMENT TERMINATION

LOW VOLTAGE CABLE (NOT ROUTED IN CONDUIT)

LIGHT FIXTURE, BOLLARDA1

RECEPTACLE, SIMPLEX, NEMA 5-20R, UNO

RECEPTACLE, DUPLEX, NEMA 5-20R, UNO

RECEPTACLE, DOUBLE-DUPLEX, NEMA 5-20R, UNO

RECEPTACLE, DUPLEX, CEILING MOUNTED, NEMA 5-20R, UNO

RECEPTACLE, SPECIAL PURPOSE

RECEPTACLE, TWIST-LOCK

RECEPTACLE, DUPLEX, FLOOR MOUNTED, NEMA 5-20R, UNO

RECEPTACLE, DUPLEX, DROP CORD, NEMA 5-20R, UNO

RECEPTACLE, MOUNTED 6" ABOVE COUNTER,TYPE AS INDICATED ABOVE

RECEPTACLE DESIGNATIONS AS FOLLOWS:

SWITCH, SINGLE POLE

SWITCH DESIGNATIONS AS FOLLOWS:

OCCUPANCY SENSOR, CEILING MOUNTED

POWER PACK FOR LIGHTING CONTROL

JUNCTION BOX

RECEPTACLE ON EMERGENCY POWER

RECEPTACLE, ISOLATED GROUND TYPE

MULTI-OUTLET, SURFACE RACEWAY, 24" ON CENTER,NEMA 5-20R, UNO

SWITCHBOARD, MOTOR CONTROL CENTER OR DISTRIBUTIONPANELBOARD ON HOUSEKEEPING PAD

PANELBOARD, RECESS MOUNTED

PANELBOARD, SURFACE MOUNTED

TRANSFORMER

DISCONNECT SWITCH, NON-FUSED, 100/3 INDICATESAMPERES/POLES, CB = CIRCUIT BREAKER TYPE

DISCONNECT SWITCH, FUSED, 100/3/70 INDICATESAMPERES/POLES/FUSE, CB = CIRCUIT BREAKER TYPE

COMBINATION DISCONNECT SWITCH WITH MOTOR STARTER100/3/70/1 INDICATES AMPERES/POLES/FUSE/ NEMA STARTERSIZE, NF = NON-FUSED, CB = CIRCUIT BREAKER TYPE

MAGNETIC MOTOR STARTER, NEMA SIZE AS NOTED,3-POLE, UNO

CONTACTOR

PHOTOCELL

RELAY

TIME SWITCH

LOW-VOLTAGE TRANSFORMER

PUSH BUTTON, TYPE AS NOTED

VARIABLE FREQUENCY DRIVE WITH DISCONNECT SWITCH100/3/70 INDICATES AMPERES/POLES/FUSE SIZE,NF = NON-FUSED, CB = CIRCUIT BREAKER TYPE

UNDERGROUND ELECTRIC LINE

MULTI-SERVICE FLOOR BOX/POKE-THRU WITH POWER/DATA,TYPE AS NOTED AND/OR SCHEDULED

CABINET, RECESS MOUNTED

CABINET, SURFACE MOUNTED

RECEPTACLE, DUPLEX, GROUND-FAULT CIRCUITINTERRUPTER, NEMA 5-20R, UNO

MULTI-SERVICE POWER POLE WITH POWER/DATA,TYPE AS NOTED AND/OR SCHEDULED

OVERHEAD ELECTRIC LINE

MUSHROOM TYPE PUSH BUTTON, TYPE AS NOTED

TRANSFER SWITCH, RATINGS AS INDICATEDATS = AUTOMATIC TRANSFER SWITCH

TX#

600AF

3P500AT

400AS3P225AF

275KW STANDBY480Y/277V, 3PH, 4W

GENERATOR, SEPARATELY DERIVEDSOURCE, TYPE AND RATINGS AS INDICATED

275KW STANDBY480Y/277V, 3PH, 4W

GENERATOR, NON-SEPARATELY DERIVEDSOURCE, TYPE AND RATINGS AS INDICATED

DRAWOUT CIRCUITBREAKER, RATINGSAS INDICATED

600AF

3P500AT

CIRCUIT BREAKER,RATINGS ASINDICATED

LPS-R

FUSED DISCONNECTSWITCH, RATINGSAS INDICATED

400AS3P225AFLPS-R

COMBINATION FUSEDSWITCH AND STARTER,RATINGS AS

PANELBOARD,SINGLE-SECTION,RATINGS PERSCHEDULES

PANELBOARD,MULTI-SECTION,RATINGS PERSCHEDULES

NEMA 1

AMMETER

VOLTMETER

COMBINATION DIGITAL

SHUNT-TRIP RELAY

KIRK-KEY INTERLOCK

GROUND-FAULT RELAY

UTILITY METER

RELAY

SURGE PROTECTION

AMMETER/VOLTMETER

DEVICE

AUTOMATIC TRANSFER SWITCH WITH BYPASSTYPE AND RATINGS AS INDICATED

VARIABLE FREQUENCYDRIVE WITHDISCONNECT, RATINGS

GROUND CONNECTION

POTENTIAL TRANSFORMER

CURRENT TRANSFORMER

GROUND CONNECTIONWITH TEST WELL

CONTACT, OPEN

CONTACT, CLOSED

MOTOR

FEEDER TAGCAPACITOR

SURGE ARRESTER

HEATER

225A3PNEMA 1

INDICATED

COMBINATION CIRCUITBREAKER ANDSTARTER, RATINGS ASINDICATED AS INDICATED

225A3P

200A3P

ATS#

200A3P

ATS#

TRANSFORMER

TX#

TRANSFORMER,SHIELDED

200A DEAD-FRONT ELBOW

600A DEAD-FRONT ELBOW

DEAD-FRONT SPLITTER

FAULT INDICATOR

LIGHTNING PROTECTION AIR TERMINAL

LIGHTNING PROTECTION CABLE CONNECTION

LIGHTNING PROTECTION GROUND ROD

LIGHTNING PROTECTION CONDUCTOR

MTS = MANUAL TRANSFER SWITCH

LIGHTNING PROTECTION SYMBOLS

ELECTRICAL ONE-LINE DIAGRAM SYMBOLS

OS# = CEILING MOUNTED OCCUPANCY SENSOR, REFER

TO OCCUPANCY SENSOR AND SWITCH SCHEDULE

2 = TWO-POLE WALL SWITCH

3 = THREE-WAY WALL SWITCH

4 = FOUR-WAY WALL SWITCH

D = DIMMER SWITCH

OS# = OCCUPANCY SENSOR WALL SWITCH, REFER

TO OCCUPANCY SENSOR AND SWITCH SCHEDULE

P = SINGLE-POLE, SINGLE-THROW PILOT LIGHT

WALL SWITCH

K = KEYED WALL SWITCH

M = MOTOR RATED SWITCH

WP = WEATHER PROOF SWITCH AND COVER

C = CLOCK HANGER

E = EMERGENCY POWER

GF = GROUND FAULT CIRCUIT INTERRUPTER

IG = ISOLATED GROUND

S = SWITCHED

TR = TAMPER RESISTANT

WP = WEATHER PROOF COVER

WR = WEATHER RESISTANT

XP = EXPLOSION PROOF

A1 = LIGHT FIXTURE TYPE "A1" REFER TO LIGHT

FIXTURE SCHEDULE

Y1E = LIGHT FIXTURE TYPE "Y1E" REFER TO LIGHT

FIXTURE SCHEDULE

Y1E = LIGHT FIXTURE TYPE "Y1E" REFER TO LIGHT

FIXTURE SCHEDULE

X1E = LIGHT FIXTURE TYPE "X1E" REFER TO LIGHT

FIXTURE SCHEDULE

X1E = LIGHT FIXTURE TYPE "X1E" REFER TO LIGHT

FIXTURE SCHEDULE


FIXTURE SCHEDULE


FIXTURE SCHEDULE


FIXTURE SCHEDULE

a = SWITCHED BY SWITCH "a"

A1E = LIGHT FIXTURE TYPE "A1E" REFER TO LIGHT

FIXTURE SCHEDULE


NL = NIGHT LIGHT


FIXTURE SCHEDULE


NL = NIGHT LIGHT

= ARROW INDICATES AIMING DIRECTION

LIGHTING SYMBOLS

POWER EQUIPMENT SYMBOLS

WIRING DEVICE SYMBOLS

CIRCUITING SYMBOLS

ES EMERGENCY SHUNT RELAY

#

#

Z

BC

CB

B

DS

E

EP

LS

KS

NA

NM

SS

PS

PS

IC

CATV

FO

T

T/D

D

S

IC

UC

CCTV

S

WAP

#D/#TV

M

S

V

CR

DB

DB

DM

EL

EO

GB

KP

MD

PB

RE

EC

KT

GO

#

#

C

COMMUNICATIONS OUTLET, TYPE AS NOTED

COMMUNICATIONS OUTLET, FLOOR BOX, TYPE AS NOTED

WIRELESS ACCESS POINT, CEILING MOUNTED

COMMUNICATIONS OUTLET, CEILING MTD, TYPE AS NOTED

SPEAKER, WALL MOUNTED

SPEAKER, CEILING MOUNTED

SERVER RACK, TWO-POST, FLOOR MOUNTED

3/4"x4'x8', FIRE-RATED PLYWOOD BACKBOARD

GROUND BAR, TYPE AS NOTED

SERVER RACK, WALL MOUNTED

CABLE TRAY, TYPE AS NOTED

CABLE TELEVISION LINE

FIBEROPTIC LINE

TELEPHONE LINE

TELEPHONE/DATA LINE

DATA LINE

SPEAKER LINE

INTERCOM LINE

INTERCOM, "M" DENOTES MASTER STATION

VOLUME CONTROL, WALL MOUNTED

CODE BLUE PUSHBUTTON STATION

DUTY STATION

STAFF EMERGENCY ASSIST STATION

PATIENT EMERGENCY PULL CORD STATION

STAFF LOCATOR SENSOR

NURSE CALL KEY SWITCH

NURSE CALL VISUAL ANNUNCIATOR PANEL

NURSE CALL MASTER STATION

STAFF STATION (NORMAL, EMERGENCY & CODE BLUE)

DOME LIGHT, WALL MOUNTED

DOME LIGHT, CEILING MOUNTED

ZONE DOME LIGHT

MULTI-SERVICE POWER POLE WITH POWER/DATA,TYPE AS NOTED AND/OR SCHEDULED

UNDERGROUND COMMUNICATIONS LINE,

CABLING TYPE AS NOTED

MULTI-SERVICE FLOOR BOX/POKE-THRU WITH POWER/DATA,TYPE AS NOTED AND/OR SCHEDULED

SERVER RACK, FOUR-POST, FLOOR MOUNTED

SERVER CABINET, FLOOR MOUNTED

CLOSED CIRCUIT TELEVISION LINE, MIN. 1" RACEWAY

CARD READER, PROXIMITY TYPE

DOOR BELL PUSHBUTTON

DOOR BELL CHIME

DOOR POSITION MONITOR

ELECTRIFIED LOCKING DEVICE, REQUEST TO EXIT SENSOR,LATCH BOLT MONITOR, AND DOOR POSITION SWITCH

ELECTRIFIED LOCKING DEVICE

GLASS BREAK DETECTOR

INTRUSION DETECTION KEYPAD

INTRUSION DETECTION MOTION DETECTOR

DURESS PUSHBUTTON

REQUEST TO EXIT BUTTON

SINGLE VIEW SECURITY CAMERA

EMERGENCY CALL STATION

RFID KEY TAG READER

GATE OPENER

DUAL VIEW SECURITY CAMERA

180-DEGREE PANORAMIC VIEW SECURITY CAMERA

270-DEGREE PANORAMIC/MULTI-IMAGE VIEW

360-DEGREE PANORAMIC/MULTI-IMAGE VIEW

SECURITY CAMERA

SECURITY CAMERA

PATIENT STATION WITH BED CONNECTOR

PATIENT STATION WITH CODE BLUE

SECURITY SYMBOLS

#D = DATA, # = QUANTITY OF CABLES

#TV = CABLE TELEVISION, # = QUANTITY OF CABLES



#V = VOICE, # = QUANTITY OF CABLES


#E = ELEVATOR, # = QUANTITY OF CABLES

#FMS = FACILITY MONITORING SYSTEM, # = QUANTITY OF CABLES

NURSE CALL SYMBOLS

COMMUNICATION SYMBOLS


#V = VOICE, # = QUANTITY OF CABLES

WP - WEATHERPROOF

1

1

1

1

1

CU

1

MECHANICAL OR FIRE SPRINKLER PLAN NOTE CALL OUT

PLUMBING PLAN NOTE CALL OUT

ELECTRICAL, TECHNOLOGY OR FIRE ALARM

PLUMBING EQUIPMENT DESIGNATION

EQUIPMENT DESIGNATION TAG

OWNER FURNISHED, CONTRACTOR INSTALLEDEQUIPMENT DESIGNATION


DETAIL REFERENCE

SECTION CUT DESIGNATION

ELECTRICAL: (AFF, AFG UNLESS NOTED OTHERWISE)

PLAN NOTE CALL OUT

1

EP-101

1

EP-101

M (CONT'D)

MV MEDIUM VOLTAGEMVA MEGAVOLT-AMPEREMW MEGAWATT

AUDIBLE APPLIANCES (CENTERLINE) 84"

ALARMS (TOP) 48"

ANNUNCIATOR PANELS (TOP) 48"

CLOCK OUTLETS (CENTERLINE) 84"

CONTROLS (TOP) 48"

EXIT SIGNS (WALL-MOUNTED, BOTTOM) 80"

FIRE ALARM ANNUNCIATOR PANEL (DISPLAY) 60"

FIRE ALARM BELL (EXTERIOR) 120"

FIRE ALARM CONTROL PANEL/UNIT (DISPLAY) 60"

INTERCOM (AFEA ONLY) 36"

INTERCOMS (TOP) 48"

PANELS & PANELBOARDS (TOP) 72"

PULL STATIONS (TOP) 48"

PHOTOCELLS 144"

RECEPTACLES (BOTTOM) 18"

RECEPTACLES, EXTERIOR (BOTTOM) 24"

RECEPTACLES, GARAGES (BOTTOM) 26"

RECEPTACLES IN EQUIPMENT ROOMS (TOP) 48"

RECEPTACLES ABOVE COUNTERTOPS (TOP) 44"

REMOTE INDICATING LIGHT, EQUIPMENT ROOMS (TOP) 48"

REMOTE INDICATING LIGHT, FINISHED AREAS (TOP) CEILING

SAFETY SWITCHES & STARTERS 48"

SWITCHES (TOP) 48"

TELEPHONE/DATA/TV OUTLETS (BOTTOM) 18"

VISIBLE APPLIANCES (CENTERLINE) 84"

X

W

V

U

T

S

R

ANNOTATION STANDARD MOUNTING HEIGHTS

P

O

N

M

L

K

J

I

H

FA FIRE ALARMFAAP FIRE ALARM ANNUNCIATOR PANELFABL FIRE ALARM BELLFABX FIRE ALARM BOXFACP FIRE ALARM CONTROL PANELFC FOOTCANDLEFI FILM ILLUMINATORFIXT FIXTUREFLA FULL LOAD AMPSFLEX FLEXIBLE METALLIC CONDUITFLUOR FLUORESCENTFO FIBER-OPTICFP FIRE PROTECTIONFT FEET OR FOOTFVNR FULL VOLTAGE NON-REVERSINGFVR FULL VOLTAGE REVERSING

G

F

E

D

EC EMPTY CONDUITEG EQUIPMENT GROUNDEL ELEVATIONELEC ELECTRIC OR ELECTRICALELEV ELEVATOREMCP EMER. MONITORING CONTROL PANELEMER EMERGENCYEMI ELECTROMAGNETIC INTERFERENCEEMT ELECTRICAL METALLIC TUBINGENCL ENCLOSUREEPO EMERGENCY POWER OFFESMT EASEMENTETD EXISTING TO BE DEMOLISHEDETR EXISTING TO REMAINEWC ELECTRIC WATER COOLEREWH ELECTRIC WATER HEATEREXIST EXISTING

DB DECIBEL OR DIRECT BURIALDC DIRECT CURRENTDCP DIMMER CONTROL PANELDEG C DEGREES CELSIUSDEG F DEGREES FAHRENHEITDEMO DEMOLITIONDIAG DIAGRAMDISC DISCONNECTDISTR DISTRIBUTIONDISTR PNL DISTRIBUTION PANELDN DOWNDPDT DOUBLE POLE, DOUBLE THROWDPST DOUBLE POLE, SINGLE THROWDRSW DOOR SWITCHDS DISCONNECT SWITCHDWG DRAWING

C CONDUITCAP CAPACITYCAT CATALOGCATV COMMUNITY ANTENNA TELEVISIONCCR CONTROL CONTACTORCCTV CLOSED CIRCUIT TELEVISIONcd CANDELACD CONSTRUCTION DOCUMENTSCF CONTRACTOR FURNISHEDCF/CI CONTRACTOR FURNISHED/

CONTRACTOR INSTALLEDCF/OI CONTRACTOR FURNISHED/

OWNERCFE CONTRACTOR FURNISHED

EQUIPMENTCHW CHILLED WATERCHWP CHILLED WATER PUMPCKT CIRCUITCKT BRKR CIRCUIT BREAKERCLF CURRENT LIMITING FUSECLG CEILINGCMU CONCRETE MASONRY UNITCOAX COAX CABLECOMM COMMUNICATIONCONC CONCRETECONT CONTINUECONTR CONTRACTORCOORD COORDINATECPT CONTROL POWER TRANSFORMERCRI COLOR RENDERING INDEXCT CURRENT TRANSFORMERCTV CABLE TELEVISIONCU COPPERCU FT CUBIC FEET

C

B

A

ABBREVIATIONS

#

UFD UNDERFLOOR DUCTUGND UNDERGROUNDUL UNDERWRITERS LABORATORYUNO UNLESS NOTED OTHERWISEUPS UNINTERRUPTIBLE POWER SUPPLYUTIL UTILITY

V VOLTVA VOLT AMPEREVAR VOLT AMPERE REACTIVEVCM VERTICAL CABLE MANAGERVFD VARIABLE FREQUENCY DRIVEVOLT VOLTAGE

TC TIME CLOCKTEL TELEPHONETP TWISTED PAIRTPS TWISTED PAIR SHIELDEDTTB TELEPHONE TERMINAL BOARDTV TELEVISIONTYP TYPICAL

RCP REFLECTED CEILING PLANRCPT RECEPTACLEREC RECESSEDREQD REQUIREDRGS RIGID GALVANIZED STEELRM ROOMRMS ROOT MEAN SQUARERU RACK UNIT

N NEUTRALNA NOT APPLICABLENEC NATIONAL ELECTRICAL CODENEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATIONNFPA NATIONAL FIRE PROTECTION

ASSOCIATIONNIC NOT IN CONTRACTNL NIGHT LIGHTNO NORMALLY OPENNS NO SCALENTS NOT TO SCALE

OC ON CENTEROD OUTSIDE DIAMETEROL OVERLOAD

MATV MASTER ANTENNA TELEVISION SYSTEMMAX MAXIMUMMC METAL-CLADMCA MINIMUM CIRCUIT AMPSMCB MAIN CIRCUIT BREAKERMCC MOTOR CONTROL CENTERMDP MAIN DISTRIBUTION PANELMECH MECHANICALMG MOTOR GENERATORMH MANHOLEMIN MINIMUMMOCP MAXIMUM OVERCURRENT PROTECTIONMLO MAIN LUGS ONLYMT MOUNTMTD MOUNTEDMTG MOUNTINGMTS MANUAL TRANSFER SWITCH

KV KILOVOLTKVA KILOVOLT AMPEREKVAH KILOVOLT AMPERE PER HOURKVAR KILOVOLT AMPERE REACTIVEKW KILOWATTKWH KILOWATT HOURKWHM KILOWATT HOUR METER

JB OR J-BOX JUNCTION BOX

XFER TRANSFERXFMR TRANSFORMERXP EXPLOSION PROOF

LED LIGHT EMITTING DIODELF LINEAR FEET (FOOT)LM LUMENLP LIGHT POLELPS LOW PRESSURE SODIUMLRA LOCKED ROTOR AMPSLTCP LOCAL TEMPERATURE CONTROL PANELLT LIGHTLTG LIGHTINGLTG PNL LIGHTING PANELLTNG LIGHTNINGLV LOW VOLTAGE

W WATTWH WATER HEATERWP WEATHERPROOF

IESNA ILLUMINATION ENGINEERING SOCIETY OF NORTH AMERICA

IG ISOLATED GROUNDIMC INTERMEDIATE METAL CONDUITINCAND INCANDESCENTIR INFRAREDIWH INSTANTANEOUS WATER HEATER

G OR GND GROUND OR GENERATORGEN GENERATORGFCI GROUND FAULT CIRCUIT INTERRUPTERGTB GROUND TERMINAL BOX

SCC SHORT CIRCUIT CAPACITYSES SERVICE ENTRANCE SECTIONSD SMOKE DETECTORSF SQUARE FOOT (FEET)SHT SHEETSI INTERNATIONAL SYSTEM OF UNITSSPEC SPECIFICATIONSPST SINGLE POLE, SINGLE THROWSURF SURFACESW SWITCHSWBD SWITCHBOARDSWGR SWITCHGEAR

P POLEPA PUBLIC ADDRESSPB PANELBOARD, PULL BOX, OR

PUSHBUTTONPBPU PREFABRICATED BEDSIDE PATIENT UNITPCB POLYCHLORINATED BIPHENYLPEC PHOTOELECTRIC CELLPED PEDESTALPEND PENDANTPF POWER FACTORPH PHASEPNL PANELPOD POWER OPERATED DAMPERPOE POWER OVER ETHERNETPP PATCH PANELPT POTENTIAL TRANSFORMERPTRV POWER TYPE ROOF VENTILATIONPVC POLYVINYL CHLORIDE (PLASTIC)PWR POWER

1P SINGLE POLE1PH SINGLE-PHASE3P THREE POLE3PH THREE-PHASE3W THREE WIRE4W FOUR WIRE

A/C AIR CONDITIONINGA/E ARCHITECT/ENGINEERAAP ALARM ANNUNCIATOR PANELAC ALTERNATING CURRENT OR

ARMORED ACC ACCESSIBLEADDL ADDITIONALADJ ADJACENT, ADJOININGADO AUTOMATIC DOOR OPENERAF AMPERE FRAME OR AMP FUSEAFC ABOVE FINISHED COUNTER,

AUTOMATIC FREQUENCY CONTROL, OR AVAILABLE FAULT CURRENT

AFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAH AMPERE HOURAHJ AUTHORITY HAVING JURISDICTIONAIC AMPERE INTERRUPTING CAPACITYALT ALTERNATEAMB OR A AMBIENTAMP AMPEREARCH ARCHITECTASC AMPS SHORT CIRCUITAT AMPERE TRIPATS AUTOMATIC TRANSFER SWITCHAUTO AUTOMATICAV AUDIO VISUAL

HCM HORIZONTAL CABLE MANAGERHID HIGH INTENSITY DISCHARGEHOA HAND-OFF-AUTOMATICHP HORSEPOWERHT HEIGHTHZ HERTZ

BAT BATTERYBC BARE COPPERBD BOARDBFF BELOW FINISH FLOORBIL BASIC INSULATION LEVELBLDG BUILDINGBLK BLOCKBPIP BOILER PLANT INSTRUMENTATION

PANELBRKR BREAKERBYP BY PASS

IC INSULATION CONTACT


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:


SPUR DESIGN, LLC









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1/2

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ELECTRICAL SYMBOLS &

ABBREVIATIONS

BK

60

43 52BN



01/22/2021

623-CSI-103


2

2

2

7CRU

2

VAV2

SCOPE BOUNDARY

H1A (ETR)

ELH1A (ETR)

ECH1A (ETR)

L1A (ETR)

EQAL1 (ETR)

ECL1A (ETR)

EQAH1 (ETR)

TD (ETR)

L1B (ETR)

H1B (ETR)

ECH1B (ETR)

ELL1B (ETR)

ECL1B (ETR)

DP2 (ETR)L1B-2 ETR(ETR)

MRI #1

121

ELECTRICAL ROOM

1C100

ELECTRICAL ROOM

1C102

MRI #2

123

EQUIPMENT ROOM

124

MRI #1 EQUIPMENT

ROOM

122

CONTROL ROOM

120

PATIENT HOLDING

117PATIENT TOILET

119

STAFF ROOM

118RECEPTION

114HAC

116

LOBBY / WAITING

105

CORRIDOR

103

ENTRY VESITBULE

104

PATIENT SCREENING

106

STORAGE

115

PATIENT TRANSFER

113

READ ROOM

112

PATIENT TOILET

108

QUARANTINE

107

EQUIPMENT ROOM

124

3

5

6

F.2FD.6D.5 D.8D.7D.4DBA.2A.3

6.1

5.1

4.1

C E

4


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:


SPUR DESIGN, LLC









FU

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Y S

PR

INK

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1/2

1/2

02

1 5

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M

60- EPD-101

ELECTRICAL POWER DEMOLITION PLAN

BK

60

44 52BN



01/22/2021

623-CSI-103


N

SCALE: 3/16" = 1'-0"

LEVEL 1 - ELECTRICAL POWER DEMOLITION PLAN1

ELECTRICAL KEYNOTES

1 DEMOLISH AND REMOVE EXISTING EMERGENCY DUPLEX RECEPTACLE ANDFEEDERS TO ABOVE FINISHED CEILING. PRESERVE EXISTING CONDUCTORS TOFEED NEW EMERGENCY DUPLEX RECEPTACLES INSTALLED IN THE SAME WALL.TYPICAL.

2 DEMOLISH ELECTRICAL CIRCUITS WITHIN HATCHED AREA BACK TO NEARESTJUNTION BOX. LABEL JUNCTION BOXES WITH CIRCUIT NUMBER AND ORIGINATINGPANELBOARD. DEMOLISH ELECTRICAL RECEPTACLES, FIRE ALARM SENSORS ANDNOTIFICATION APPLIANCES. RETAIN FIRE ALARM JUNCTION BOXES AND WIRINGFOR REUSE. TYPICAL.

7 DEMOLISH DISCONNECTING MEANS AND PRESERVE ALL ASSOCIATED CONDUITAND FEEDERS TO MECHANICAL EQUIPMENT 'CRU-2' FOR CONNECTION TOREPLACEMENT MECHANICAL EQUIPMENT 'CRU-2' IN PLACE. FIELD VERIFY EXISTINGCONDITIONS PRIOR TO ROUGH-IN.

CRU 1 CRU 2

6

3

5

5

SCOPE BOUNDARY

3

35

MRI #1

121

MRI #1 EQUIPMENT

ROOM

122

EQUIPMENT ROOM

124

EQUIPMENT ROOM

124

MRI #2

123

CONTROL ROOM

120

5

6

FD.6D.5 D.8D.7D.4DBA.2A.3

6.1

5.1

4.1

C E

4


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:


SPUR DESIGN, LLC









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60- EPD-102

ELECTRICAL DEMOLITION LIGHTING

PLAN

BK

60

45 52BN



01/22/2021

623-CSI-103


N

SCALE: 1/4" = 1'-0"

LEVEL 1 - ELECTRICAL DEMOLITION LIGHTING PLAN1

ELECTRICAL KEYNOTES

3 DEMOLISH EXISTING LIGHTING FIXTURES WITHIN THIS ROOM. DEMOLISHEXISTING LIGHTING CIRCUITS BACK TO NEAREST JUNCTION BOX AND LABELJUNCTION BOXES WITH CIRCUIT NUMBER AND ORIGINATING PANELBOARD FORFUTURE USE. TYPICAL.

5 EXISTING LIGHT FIXTURES WITHIN THIS ROOM ARE TO REMAIN. TYPICAL.

6 APPROXIMATE LOCATION OF EXISTING LIGHT SWITCH. DEMOLISH SWITCH ANDCONNECTION WIRING.

35 EXISTING OCCUPANCY SENSING LIGHTING CONTROLS TO REMAIN.

J

J

J

J

J

J

J

J

21

26

EQAH1 (ETR)

EQAL1 (ETR)

ECL1A (ETR)

L1A (ETR)

H1A (ETR)

ELH1A (ETR)

ECH1A (ETR)

ECH1B (ETR)

ELL1B (ETR)

DP2 (ETR)

TD (ETR)

L1B (ETR)

H1B (ETR)

ECL1B (ETR)

VAV2

CRU2

CRU1

27

30

L1B-2 ETR(ETR)

31

EQAL119

14

L1B-2 ETR26

L1B-2 ETR18

39

MRI #2

123

MRI #1

121

MRI #1 EQUIPMENT

ROOM

122

EQUIPMENT ROOM

124

CONTROL ROOM

120

PATIENT HOLDING

117

ELECTRICAL ROOM

1C102

ELECTRICAL ROOM

1C100

42

49

20

4350

E

E

28

MRI-264"

E

L1B-2 ETR20

53

56

57

3

5

6

F.2FD.6D.5 D.8D.7D.4DBA.2A.3

6.1

5.1

4.1

C E

4

51 61 EQAL118

57

L1B-2 ETR22

L1B-2 ETR24


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:


SPUR DESIGN, LLC









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60- EP-101

ELECTRICAL POWER FLOOR PLAN

BK

60

46 52BN



01/22/2021

623-CSI-103


N

SCALE: 3/16" = 1'-0"

LEVEL 1 - ELECTRICAL POWER PLAN1

ELECTRICAL KEYNOTES

14 CIRCUIT HOMERUN VIA RF FILTER PANEL AND ISOLATION TRANSFORMER. TYPICAL.

20 INSTALL (3) #10 AND (1) #10 GND CABLES PROVIDED BY GE. PROVIDE AND INSTALL1" CONDUIT FROM 30A CB#4 WITHIN GE PROVIDED AND CONTRACTOR INSTALLEDMDP TO THE GE PROVIDED AND INSTALLED INTEGRATED COOLING CABINET.COORDINATE EXACT LOCATION AND REQUIREMENTS WITH GE PROJECT DRAWINGSS.O. # 4770944 AND GE PROJECT MANAGER.

21 PROVIDE AND INSTALL 4" X 4" X 2" JUNCTION BOX AT 64" AFF TO THE CENTER OFTHE DEVICE FOR CONNECTION TO MAGNET RUNDOWN DEVICE. ROUTE (1) 1"CONDUIT FROM MAGNET RUNDOWN DEVICE TO MRI MAGNET. CIRCUIT VIA RFFILTER PANEL AND ISOLATION TRANSFORMER. COORDINATE EXACT LOCATION ANDREQUIREMENTS WITH GE PROJECT DRAWINGS S.O. # 4770944 AND GE PROJECTMANAGER.

26 PROVIDE AND INSTALL JUNCTION BOX FOR CONNECTION TO BACKLIT "MRI IN USE"SIGN ABOVE DOOR PROVIDED BY OTHERS. COORDINATE EXACT REQUIREMENTSAND LOCATION PRIOR TO ROUGH-IN.

27 PROVIDE AND INSTALL JUNCTION BOX FOR CONNECTION TO INTEGRALDISCONNECT FOR VAV-2. COORDINATE EXACT LOCATION AND REQUIREMENTSWITH MECHANICAL DRAWINGS.

28 MAKE CONNECTION FOR INTEGRAL DISCONNECT FOR CRU-2. REUSE FEEDERSAVAILABLE FROM DEMOLITION. COORDINATE EXACT LOCATION AND ADDITIONALREQUIREMENTS WITH MECHANICAL PRIOR TO ROUGH-IN.

30 PROVIDE CONDUIT AND CONDUCTORS FOR POWER CONNECTION TO MRI PANEL'MRI-2' AND CHILLER 'ST-3'. PROVIDE POWER FROM PANEL 'DP-EQA-2' LOCATED INTHE SUB-BASEMENT ELECTRICAL ROOM. FIELD VERIFY EXISTING FLOORPENETRATIONS PRIOR TO ROUGH-IN, SEE NEW ONE-LINE DIAGRAM FOR MOREINFORMATION.

31 PROVIDE POWER TO O2 SENSOR. COORDINATE EXACT LOCATION ANDREQUIREMENTS WITH MECHANICAL CONTRACTOR.

39 PROVIDE AND INSTALL JUNCTION BOX AT 64" AFF, O.C. FOR GE REMOTE GRAPHICDISPLAY. ROUTE 3/4" CONDUIT TO DIMPLEX CHILLER LOCATED ON ROOF. REFER TOAND/OR COORDINATE WITH GE PROJECT DRAWINGS S.O. # 4770944.

42 PROVIDE AND INSTALL DOOR INTERLOCK SWITCH AND ROUTE 3/4" CONDUIT FROMSWITCH LOCATION TO INTEGRATED SYSTEMS CABINET INDICATED BY NOTE '20'THIS SHEET. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH GEPROJECT DRAWINGS S.O. # 4770944 AND GE PROJECT MANAGER.

43 PROVIDE AND INSTALL (3) #3/0 AND (1) #6 GND IN 2.5" CONDUIT FROM 200A CB#2.PROVIDE AND INSTALL (3) #6 AND (1) #10 GND IN 1" CONDUIT FROM 60A CB#3 WITHINGE PROVIDED AND CONTRACTOR INSTALLED MDP. MAKE CONNECTION TO THE GEPROVIDED AND INSTALLED INTEGRATED SYSTEMS CABINET. COORDINATE EXACTLOCATION AND REQUIREMENTS WITH GE PROJECT DRAWINGS S.O. # 4770944 ANDGE PROJECT MANAGER.

49 PROVIDE AND INSTALL NEW EMERGENCY DUPLEX RECEPTACLES AND CIRCUIT TOPRESERVED FEEDERS ABOVE FINISHED CEILING FROM DEMOLISHED EMERGENCYDUPLEX RECEPTACLES IN THE SAME WALL.

50 EMERGENCY OFF BUTTON AND ASSOCIATED WIRING PROVIDED BY GE. INSTALLEMERGENCY BUTTON AT 48" AFF WITH WIRING IN 1/2" CONDUIT ROUTING TOCOOLING PENETRAION PANEL. REFER TO GE MANUFACTURER'S DRAWINGS (S.O.4770944) FOR RELATED CIRCUITRY AND ADDITIONAL NOTES. TYPICAL.

51 NEW MRI EQUIPMENT PANEL PROVIDED BY MRI EQUIPMENT SUPPLIER ANDINSTALLED BY ELECTRICAL CONTRACTOR. SEE NEW PARTIAL ONE-LINE DIAGRAMFOR MORE INFORMATION.

53 PROVIDE AND INSTALL REDEPTACLE FOR PROPOSED HANDHELD METALDETECTOR. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH GEPROJECT DRAWINGS S.O. # 4770944 AND GE PROJECT MANAGER.

56 EMERGENCY OFF BUTTON AND ASSOCIATED WIRING PROVIDED BY GE. INSTALLEMERGENCY BUTTON AT 48" AFF WITH WIRING IN 3/4" CONDUIT ROUTING TOCOOLING PENETRATION PANEL. REFER TO GE MANUFACTURER'S DRAWINGS (S.O.4770944) FOR RELATED CIRCUITRY AND ADDITIONAL NOTES. TYPICAL.

57 PROVIDE AND INSTALL WALL SWITCH FOR ACTUATION OF EMERGENCY EXHAUSTFAN AT 48" ABOUT FINISHED FLOOR. COORDINATE EXACT REQUIREMENTS ANDLOCATION WITH MECHANICAL.

61 PROVIDE AND INSTALL RECEPTACLE FOR MAGNET MONITOR. COORDINATE EXACTLOCATION AND REQUIREMENTS WITH GE PROJECT DRAWINGS S.O. # 4770944 ANDGE PROJECT MANAGER.

GENERAL NOTES

1 COORDINATE ALL REQUIREMENTS AND LOCATIONS WITH GE HEALTHCARE EQUIPMENT DRAWINGS AND SPECIFICATIONS PRIOR TO ROUGH-IN.

2 CONTRACTOR SHALL VERIFY RF FILTERS ARE LOCATED WITHIN 10" OF COMMON GROUND STUD.

12

D

D32

ECL1B24

EQAL123

ECL1B26

F1 F1

C1

C1

C1

C1 C1

C1

C1

C1 C1 C1

C1

C1

C1C1

C1C1

C1 C1

C1

MRI #1 EQUIPMENT

ROOM

122EQUIPMENT ROOM

124

MRI #2

123

MRI #1

121

CONTROL ROOM

120

OC

47

46

41

59

5

6

FD.6D.5 D.8D.7D.4DBA.2A.3

6.1

5.1

4.1

C E

4

14 1414


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:


SPUR DESIGN, LLC









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60- EP-102

ELECTRICAL LIGHTING PLAN

BK

60

47 52BN



01/22/2021

623-CSI-103


N

SCALE: 1/4" = 1'-0"

LEVEL 1 - ELECTRICAL LIGHTING PLAN1

ELECTRICAL KEYNOTES

12 PROVIDE AND INSTALL LED SERVICE LIGHT (DC, 500 LUX) WITH DRIVER LOCATED OUTSIDEOF MRI #2 ROOM 123 AND ELECTRICAL SWITCH FOR SERVICE LIGHT ABOVE FINISHEDCEILING PER GE HEALTHCARE SIGNA PREMIER MRI EQUIPMENT SPECIFICATIONS.

14 CIRCUIT HOMERUN VIA RF FILTER PANEL AND ISOLATION TRANSFORMER. TYPICAL.

32 PROVIDE AND INSTALL MED-VIZION DIMMING SYSTEM OR APPROVED EQUAL FOR LEDLIGHTING IN MRI ROOM CONTROL.

41 MAINTAIN EXISTING CIRCUITRY TO EXISTING FIXTURES AND EXISTING OCCUPANCYSENSOR. PROVIDE AND INSTALL NEW STRIP FIXTURES 'F1' IN THIS ROOM AND ADD TOEXISTING LIFE SAFETY CIRCUIT 'ELH1A-2' AND EXISTING OCCUPANCY SWITCH.

46 APPROXIMATE LOCATION OF EXISTING OCCUPANCY SENSOR SWITCH. ROUTE ALLEXISTING AND NEW LIGHTING IN THIS ROOM WITH THIS SWITCH.

47 PROVIDE AND INSTALL STANDARD SWITCH FOR ACTUATION OF MECHANICAL EQUIPMENT'EF-4'. COORDINATE WITH MECHANICAL DRAWINGS FOR EXACT LOCATION ANDREQUIREMENTS.

59 COORDINATE FIXTURES SUSPENSION HEIGHT IN THIS ROOM TO BE BELOW AND CLEAR OFCABLE TRAYS AND MECHANICAL DUCTING DEVICES PRIOR TO ROUGH-IN.

GENERAL NOTES

1 COORDINATE ALL REQUIREMENTS AND LOCATIONS WITH GE HEALTHCARE EQUIPMENT DRAWINGS AND SPECIFICATIONS PRIOR TO ROUGH-IN.

2 DRIVERS FOR LED FIXTURES WITHIN THE MRI #2 ROOM 123 MUST BE LOCATED OUTSIDE THE MRI ROOM.


CRU 1 CRU 2

2

64"

64"

1

EP-602

24

24MRI #2

123

MRI #1 EQUIPMENT

ROOM

122

EQUIPMENT ROOM

124

CONTROL ROOM

120

PATIENT HOLDING

117

ELECTRICAL ROOM

1C100

PATIENT TRANSFER

113

STAFF ROOM

118

RECEPTION

114

PATIENT SCREENING

106

READ ROOM

112

PATIENT TOILET

119

LOBBY / WAITING

105

CORRIDOR

103

ENTRY VESITBULE

104

ELECTRICAL ROOM

1C102

ELECTRICAL ROOM

1C102

52

52

IT/PHONE CLOSET

1C-100A

QUARANTINE

107

STORAGE

115

MRI #1

121

MRI-2

22

22

23

23

L1B (ETR)

H1B (ETR)

ECH1B (ETR)

ELL1B (ETR)

TD (ETR)

H1A (ETR)

ECH1A (ETR)

ELH1A (ETR)L1A (ETR)

EQAL1 (ETR)

55

5757

3

5

6

F.2FD.6D.5 D.8D.7D.4DBA.2A.3

6.1

5.1

4.1

C E

4


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:


SPUR DESIGN, LLC









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5 P

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60- EP-103

ELECTRICAL DATA FLOOR PLAN

BK

60

48 52BN



01/22/2021

623-CSI-103


N

SCALE: 1/4" = 1'-0"

LEVEL 1 - ELECTRICAL DATA PLAN1

GENERAL NOTES

1 DRAWINGS ARE FOR DIAGRAMATIC PURPOSES. COORDINATE ALL REQUIREMENTS AND LOCATIONS WITH GE HEALTHCARE EQUIPMENT DRAWINGS AND SPECIFICATIONS PRIOR TO ROUGH-IN.

2 BROADBAND CONNECTION MUST BE MAINTAINED DURING INSTALLATION OF MRI EQUIPMENT PER MANUFACTURER'S REQUIREMENTS.


ELECTRICAL KEYNOTES

22 PROVIDE AND INSTALL 18" X 6" NON-FERROUS CABLE LADDER ABOVE FINISHED CEILING AT AMAXIMUM OF 128" AFF. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH GEPROJECT DRAWINGS S.O. # 4770944, GE PROJECT MANAGER, AND MECHANCALCONTRACTOR FOR DUCTING LOCATIONS. TYPICAL.

23 PROVIDE AND INSTALL 18" X 6" CABLE LADDER AT A MAXIMUM OF 128" AFF. COORDINATEEXACT LOCATION AND REQUIREMENTS WITH GE PROJECT DRAWINGS S.O. # 4770944, GEPROJECT MANAGER, AND MECHANCAL CONTRACTOR FOR DUCTING LOCATIONS.

24 PROVIDE AND INSTALL 10" X 3 1/2" WALL DUCT PER GE HEALTHCARE SIGNA PREMIER MRIEQUIPMENT SPECIFICATIONS. INSTALL HORIZONTAL RUN UNDER MRI OPERATOR STATION AT7" AFF TO CENTER OF DEVICE AND TERMINATE JUST ABOVE THE CEILING. SEE ELEVATIONDETAIL SHEET EP501 FOR MORE INFORMATION. TYPICAL.

52 PROVIDE AND INSTALL NEW DATA PORT AND MAKE CONNECTION TO TELECOMMUNICATIONSROOM 1C-100A. TYPICAL.

55 APPROXIMATE LOCATION OF TERMINATION OF CONDUITS INDICATED BY NOTE 54.COORDINATE EXACT LOCATION AND REQUIREMENTS WITH GE PROJECT DRAWINGS S.O. #4770944 AND GE PROJECT MANAGER.

57 PROVIDE AND INSTALL WALL SWITCH FOR ACTUATION OF EMERGENCY EXHAUST FAN AT 48"ABOUT FINISHED FLOOR. COORDINATE EXACT REQUIREMENTS AND LOCATION WITHMECHANICAL.

J

J

ACCU2

EF4

EF2

EQAH126,28,30

36

EQAL133,35

EF1

ACCU1

ST3

40

M

37

MRIEQUIPMENT

CHILLER (ETR)

60

(ETR)

(ETR)

(ETR)

5

6

F.2FD.6D.5 D.8D.7D.4DBA.2A.3

6.1

5.1

4.1

C E

4

248

MECHANICAL

BC-100

3

B

(ATS-EQA)

DP-EQA-2

DP-EQA-1

44

SUBSTATION7

SUBSTATION6

SUBSTATION5

SUBSTATION6

45

GENERATOR

TRANSFER RM

SB101B-53

SWITCHGEAR RM

SB101-53


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:


SPUR DESIGN, LLC









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1/2

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6 P

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60- EP-104

ELECTRICAL POWER PLANS

BK

60

49 52BN



01/22/2021

623-CSI-103


N

SCALE: 1/4" = 1'-0"

ROOF LEVEL - ELECTRICAL POWER PLAN1

ELECTRICAL KEYNOTES

36 PROVIDE AND INSTALL JUNCTION BOX FOR POWER CONNECTION TO FACTORY MOUNTEDDISCONNECT ON MECHANICAL EQUIPMENT ACCU-2. COORDINATE EXACT LOCATION ANDREQUIREMENTS WITH MECHANICAL.

37 PROVIDE AND INSTALL 2-POLE 208V 1 PHASE MOTOR RATED SWITCH FOR MECHANICALEQUIPMENT EF-4. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL.

40 POVIDE POWER TO INTEGRAL DISCONNECT ON GE SUPPLIED DIMPLEX CHILLER. ROUTE (4) #1AND (1) #6 GND IN 2" CONDUIT BACK TO EMPTY SPACE IN PANEL 'DP-EQA'. SEE NEW PARTIALONE-LINE DIAGRAM FOR MORE INFORMATION.

44 APPROXIMATE LOCATION OF EXISTING PULLBOX. PROVIDE AND INSTALL CONDUIT ANDCONDUCTORS FOR POWER CONNECTION TO MRI EQUIPMENT PANEL 'MR1-2' AND MRI CHILLER'ST-3.' PROVIDE POWER FROM PANEL 'DP-EQA-2' IN THIS ROOM AND ROUTE TO EXISTINGPULLBOX THROUGH EXISTING CEILING PENETRATION INDICATED BY NOTE '45' THIS SHEET.FIELD VERFY CONDITIONS PRIOR TO ROUGH-IN, SEE NEW ONE-LINE DIAGRAM FOR MOREINFORMATION.

45 APPROXIMATE LOCATION OF EXISTING CONDUIT PENETRATION IN THE SUB-BASEMENT CEILINGTO THE BASEMENT.

48 EXISTING CONDUIT ROUTING SPACE BEHIND EXISTING PANELS FOR ROUTING FROMSUB-BASEMENT LEVEL AND TO FIRST FLOOR LEVEL. PROVIDE AND INSTALL CONTINUATION OFCONDUIT AND CONDUCTORS FOR POWER CONNECTION TO MRI EQUIPMENT PANEL 'MR1-2' ANDMRI CHILLER 'ST-3.' PROVIDE POWER FROM PANEL 'DP-EQA-2' LOCATED IN THE SUB-BASEMENTELECTRICAL ROOM DIRECTLY BELOW THIS ELECTRICAL ROOM. UTILIZE EXISTING FLOOR ANDCEILING PENETRATIONS AND FIELD VERFY CONDITIONS PRIOR TO ROUGH-IN, SEE NEWONE-LINE DIAGRAM FOR MORE INFORMATION.

60 EF-4 TO BE ACTUATED BY WALL SWITCH INDICATED BY KEY NOTE #57 ON SHEET 60-EP-101.

N

SCALE: 1/8" = 1'-0"

BASEMENT LEVEL - ELECTRICAL POWER PLAN2

N

SCALE: 1/8" = 1'-0"

SUB-BASEMENT LEVEL - ELECTRICAL POWER PLAN3

800AF

800AT

3P

TA

112.5 KVA

480 V-208Y/120V

3PH, 4W

480Y/277V, 3PH, 4W1600 AMPS

FROM XFMR T-M NEMA 1 ENCLOSURE

SUB 5

1600AF1600AT

3P800AF

800AT

3P

1200AF

1200AT

3P

800AF

800AT

3P

TQA

15 KVA

480 V-208Y/120V

3PH, 4W

800AF

800AT

3P

480Y/277V, 3PH, 4W1600 AMPS

FROM XFMR T-N NEMA 1 ENCLOSURE

SUB 6

1600AF1600AT

3P800AF

800AT

3P

400AF

400AT

3P

800AF

800AT

3P

800AF

800AT

3P

480Y/277V, 3PH, 4W1200 AMPS

FROM XFMR T-O NEMA 1 ENCLOSURE

SUB 7

1200AF1200AT

3P800AF

800AT

3P

800AF

800AT

3P

800AF

800AT

3P

800AF

800AT

3P

400AF

400AT

3P

SPACE

UK AF

3P

ATS-ECA

4P

600A

ATS-ELA

4P

400A

ATS-EQA

4P1200A

800AF

800AT

3P

480Y/277V, 3PH, 4W2500 AMPS

FROM BLDG 56 GENERATORS NEMA 1 ENCLOSURE

SWBD EDP

800AF

400AT

3P

800AF

600AT

3P

8000AF

600AT

3P

800AF

225AT

3P

800AF

800AT

3P

400AF

400AT

3P

1200AF

400AT

3P

30A

3P

480Y/277V, 3PH, 4W400 AMPS

LIFE SAFETY NEMA 1 ENCLOSURE

MDB-EL

100A

3P

100A

3P

100A

3P

100A

3P

100A

3P

50A

3P

125A

3P

480Y/277V, 3PH, 4W800 AMPS

CRITICAL BRANCH NEMA 1 ENCLOSURE

MDB-EC

70A

3P

200A

3P

125A

3P

125A

3P

100A

3P

70A

3P

200A

3P

100A

3P

100A

3P125A

3P

70A

3P

225A

3P

480Y/277V, 3PH, 4W800 AMPS

NORMAL NEMA 1 ENCLOSURE

DP-1

100A

3P

100A

3P

100A

3P

200A

3P

175A

3P

175A

3P

100A

3P

100A

3P

25A

3P

25A

3P

25A

3P

175A

3P

80A

3P

150A

3P

480Y/277V, 3PH, 4W800 AMPS

EMERGENCY EQUIPMENT NEMA 1 ENCLOSURE

DP-EQA

20A

3P

20A

3P

80A

3P

100A

3P

150A

3P

150A

3P

150A

3P

20A

3P

20A

3P

30A

3P

30A

3P

20A

3P

20A

3P

20A

3P

20A

3P

20A

3P

20A

3P

100A

3P

175A

3P

20A

3P

30A

3P

30A

3P

300A

3P

20A

3P

20A

3P

400A

3P

20A

3P

20A

3P

100A

3P

20A

3P

175A

3P

150A

3P

150A

3P

175A

3P

20A

3P

20A

3P

PN

LB

D -

LA

300A

MC

B

PN

LB

D -

L1A

250A

MC

B

PN

LB

D -

ELH

BA

150A

MC

B

PN

LB

D -

ELH

1A

150A

MC

B

TC1B45 KVA

480 V-208Y/120V

3PH, 4W

PN

LB

D -

EC

L1B

175A

MC

B

PN

LB

D -

EQ

HA

-1

225A

MC

B

PN

LB

D -

EC

L1B

40A

MC

B

162

160

155

150

151

156

38

161

78

80

6

8

59

402

793

79

58

5 42

185

401

SPACE

UK AF

3P

SPACE

UK AF

3P

SPACE

UK AF

3P

SPACE

UK AF

3P

SPACE

UK AF

3P

SPACE

UK AF

3P

SPACE

UK AF

3P

SPACE

UK AF

3P

480Y/277V, 3PH, 4W600 AMPS


DP-2

100A3P

100A3P

200A3P

175A3P

20A3P

20A3P

20A3P

20A3P

125A3P

70A3P

TB112.5 KVA

480 V-208Y/120V

3PH, 4W

PN

LB

D -

L3B

300A

MC

B

PN

LB

D -

L1B

250A

MC

B

ETR

PN

LB

D -

L1B

-2

100A

MC

B

ETR

ET

R

ET

R

SPARE

8

SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE

SPARESPARESPARE

SPARE

SPARESPARESPARE

99


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:


SPUR DESIGN, LLC









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EXISTING PARTIAL ONE-LINE DIAGRAM

BK

60

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01/22/2021

623-CSI-103


NO SCALE1

EXISTING ELECTRICAL ONE-LINE DIAGRAM

EXISTING FEEDER/BRANCH CIRCUIT SCHEDULE

NUMBER DESCRIPTION

5 (3) #2/0, (1) #1/0 GND IN 2" C.

6 (4) 500 KCMIL, (1) #1/0 GND IN 4" C.

8 (4) #3/0, (1) #4 GND, IN 2-1/2" C.

38 (2) PARALLEL 4" C., EACH WITH (4) 500KCMIL, (1) #1/0 GND

42 (4) #2, (1) #8 GND IN 1-1/2" C.

58 (3) #4, (1) #4 GND IN 1-1/4" C.

59 (2) #2/0, (1) #4 GND IN 2-1/2" C.

78 (4) 500 KCMIL, (1) #1/0 GND IN 4" C.







160 (4) 500 KCMIL, (1) #1/0 GND IN 4" C.

161 (4) 500 KCMIL, (1) #1/0 GND IN 4" C.


185 (4) #2, (1) #8 GND IN 1-1/2" C.

401 (3) #10, (1) #10 GND IN 3/4" C.

402 (4) #8, (1) #10 GND IN 1" C.

793 (4) #4/0, (1) #4/0 GND, IN 2-1/2" C.

ELECTRICAL KEYNOTES

8 EXISTING PANEL 'EQAH1' FEEDS EXISTING MRI AND ASSOCIATED HVAC EQUIPMENT.

9 FIELD VERIFY FRAME SIZE OF EXISTING SPACE WITHIN DISTRIBUTION PANEL'DP-EQA' PRIOR TO ROUGH-IN FOR CONNECTION TO NEW MRI EQUIPMENT.

50

800AF

800AT

3P

TA

112.5 KVA

480 V-208Y/120V

3PH, 4W

480Y/277V, 3PH, 4W1600 AMPS

FROM XFMR T-M NEMA 1 ENCLOSURE

SUB 5

1600AF1600AT

3P800AF

800AT

3P

1200AF

1200AT

3P

800AF

800AT

3P

TQA

15 KVA

480 V-208Y/120V

3PH, 4W

800AF

800AT

3P

480Y/277V, 3PH, 4W1600 AMPS

FROM XFMR T-N NEMA 1 ENCLOSURE

SUB 6

1600AF1600AT

3P800AF

800AT

3P

400AF

400AT

3P

800AF

800AT

3P

800AF

800AT

3P

480Y/277V, 3PH, 4W1200 AMPS

FROM XFMR T-O NEMA 1 ENCLOSURE

SUB 7

1200AF1200AT

3P800AF

800AT

3P

800AF

800AT

3P

800AF

800AT

3P

800AF

800AT

3P

400AF

400AT

3P

SPACE

UK AF

3P

ATS-ECA

4P

600A

ATS-ELA

4P

400A

ATS-EQA

4P

1200A

800AF

800AT

3P

480Y/277V, 3PH, 4W2500 AMPS

FROM BLDG 56 GENERATORS NEMA 1 ENCLOSURE

SWBD EDP

800AF

400AT

3P

800AF

600AT

3P

8000AF

600AT

3P

800AF

225AT

3P

800AF

800AT

3P

400AF

400AT

3P

1200AF

400AT

3P

30A

3P

480Y/277V, 3PH, 4W400 AMPS

LIFE SAFETY NEMA 1 ENCLOSURE

MDB-EL

100A

3P

100A

3P

100A

3P

100A

3P

100A

3P

50A

3P

125A

3P

480Y/277V, 3PH, 4W800 AMPS

CRITICAL BRANCH NEMA 1 ENCLOSURE

MDB-EC

70A

3P

200A

3P

125A

3P

125A

3P

100A

3P

70A

3P

200A

3P

100A

3P

100A

3P125A

3P

70A

3P

225A

3P

480Y/277V, 3PH, 4W800 AMPS


DP-1

100A

3P

100A

3P

100A

3P

200A

3P

175A

3P

175A

3P

100A

3P

100A

3P

25A

3P

25A

3P

25A

3P

175A

3P

80A

3P

150A3P

480Y/277V, 3PH, 4W800 AMPS

EMERGENCY EQUIPMENT NEMA 1 ENCLOSURE

DP-EQA SECTIONS 1 & 2

20A3P

20A3P

80A3P

100A3P

150A3P

150A3P

150A3P

20A3P

20A3P

30A3P

30A3P

20A3P

20A3P

20A3P

20A3P

20A3P

20A3P

100A3P

175A3P

20A3P

30A3P

30A3P

300A3P

20A3P

20A3P

400A3P

20A3P

20A3P

100A3P

20A3P

175A3P

150A3P

150A3P

175A3P

20A3P

20A3P

PN

LB

D -

LA

300A

MC

B

PN

LB

D -

L1A

250A

MC

B

PN

LB

D -

ELH

BA

150A

MC

B

PN

LB

D -

ELH

1A

150A

MC

B

TC1B45 KVA

480 V-208Y/120V

3PH, 4W

PN

LB

D -

EC

L1B

175A

MC

B

PN

LB

D -

EQ

AH

1

225A

MC

B

(ET

R)

PN

LB

D -

EQ

AL1

40A

MC

B

(ET

R)

162

160

155 150

151

156

38

161

78

80

6 8

59

40

2

79

3

79

58

5 42

185

40

1

SPACEUK AF

3P

SPACEUK AF

3P

SPACEUK AF

3P

SPACEUK AF

3P

SPACEUK AF

3P

SPACEUK AF

3P

250A3P

PN

LB

D -

MR

I-2

250

A M

CB

(NE

W)

254

125A3P

DIM

PLE

X C

HIL

LE

R

-

124

480Y/277V, 3PH, 4W600 AMPS


DP-2

100A

3P

100A

3P

200A

3P

175A

3P

20A

3P

20A

3P

20A

3P

20A

3P

125A

3P

70A

3P

TB

112.5 KVA

480 V-208Y/120V

3PH, 4W

PN

LB

D -

L3B

300A

MC

B

PN

LB

D -

L1B

250A

MC

B

ETR

PN

LB

D -

L1B

-2

100A

MC

B

ETR

ET

R

ET

R

SPARE

38

SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE

SPARESPARESPARE

SPARE

SPARESPARESPARE

10

29

11


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:


SPUR DESIGN, LLC









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60- EP-601

NEW PARTIAL ONE-LINE DIAGRAM

BK

60

51 52BN



01/22/2021

623-CSI-103


NO SCALE1

NEW ELECTRICAL ONE-LINE DIAGRAM

EXISTING FEEDER/BRANCH CIRCUIT SCHEDULE

NUMBER DESCRIPTION

5 (3) #2/0, (1) #1/0 GND IN 2" C.

6 (4) 500 KCMIL, (1) #1/0 GND IN 4" C.

8 (4) #3/0, (1) #4 GND, IN 2-1/2" C.


42 (4) #2, (1) #8 GND IN 1-1/2" C.

58 (3) #4, (1) #4 GND IN 1-1/4" C.

59 (2) #2/0, (1) #4 GND IN 2-1/2" C.

78 (4) 500 KCMIL, (1) #1/0 GND IN 4" C.







160 (4) 500 KCMIL, (1) #1/0 GND IN 4" C.

161 (4) 500 KCMIL, (1) #1/0 GND IN 4" C.


185 (4) #2, (1) #8 GND IN 1-1/2" C.

401 (3) #10, (1) #10 GND IN 3/4" C.

402 (4) #8, (1) #10 GND IN 1" C.

793 (4) #4/0, (1) #4/0 GND, IN 2-1/2" C.

ELECTRICAL KEYNOTES

10 PROVIDE AND INSTALL NEW 250A 3P 480V BREAKER WITHIN DISTRIBUTION PANEL'DP-EQA' FOR CONNECTION TO MRI EQUIPMENT PANEL PROVIDED BY MRIEQUIPMENT SUPPLIER.

11 NEW 250A 480V MRI EQUIPMENT PANEL PROVIDED BY MRI EQUIPMENT SUPPLIERAND INSTALLED BY ELECTRICAL CONTRACTOR. CONNECT THE GROUNDING POINTOF MDP DIRECTLY TO THE BUILDING'S GROUND BY AN INSULATED COPPER CABLE.

29 USE EXISTING SPARES IN EXISTING 40A 208V PANELBOARD 'EQAL1' FOR NEW HVACCIRCUITS.

38 EXISTING PANEL 'EQAH1' FEEDS EXISTING MRI AND ASSOCIATED HVACEQUIPMENT. FEED NEW 3-PHASE 480V HVAC EQUIPMENT ASSOCIATED WITH THENEW MRI EQUIPMENT FROM EXISTING SPARES WITHIN THIS PANEL.

FEEDER/BRANCH CIRCUIT SCHEDULE

TAG AMPS DESCRIPTION

124 125A (4)#1, (1)#6G, 1-1/2 IN. C

254 250A (4) 250KCMIL, (1)#4G, 2-1/2 IN. C

NOTE: ALL CONDUCTOR SIZES ARE BASED ON 75 DEGREE C RATED TERMINATION ANDCOPPER CONDUCTORS WITH TYPE THHN/THWN-2 INSULATION. FOR TERMINATION ORINSULATION TYPES RATED LESS THAN 75 DEGREE C, MODIFY SIZES ACCORDING TONFPA 70.

RECESSED CAN

LUMINAIRE

GENERAL NOTE:

1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOUNTING

INSTRUCTIONS AND USING RECOMMENDED MOUNTING HARDWARE

FIXTURE WHIP FROM

JUNCTION BOX (1829mm (6')

LONG MAX) ARCHITECUTRAL

CEILING GRID

RECESSED CAN

LUMINAIRE

ACOUSTICAL

CEILING TILE (TYP)

LUMINAIRE SUSPENSION WIRE

REFER TO SPECIFICATION SECTION

26 51 00.

LUMINAIRE

BAR HANGERS

WIRE TIE OR SCREW

BAR HANGER TO

ARCHITECTURAL

CEILING GRID TYP.

ARCHITECTURAL

CEILING GRID

CEILING HANGER

WIRE, TYP.

LEVEL 10' - 0"

LEVEL 10"

4

24

31

26

54

4


6"


06"

1

one inch = one foot

06"

2


02

6"


04


04


04

8


04

816

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231


Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of


Revision: Date:

ARCHITECT:


SPUR DESIGN, LLC









FU

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:25:3

7 P

M

60- EP-602

ELECTRICAL SCHEDULES AND DETAILS

BK

60

52 52BN



01/22/2021

623-CSI-103


KITCHEN (K): 0 VA 100.00% 0 VA

MISC. EQUIPMENT (Z): 0 VA 100.00% 0 VA

SUPPLEMENTAL HEAT (Y): 0 VA 100.00% 0 VA

LARGEST MOTOR (X): 0 VA 125.00% 0 VA

MOTORS (M): 0 VA 100.00% 0 VA

RECEPTACLES (R): 0 VA 100.00% 0 VA ALL EXISTING BREAKERS TO REMAIN UNLESSOTHERWISE NOTED.

LIGHTING (L): 0 VA 125.00% 0 VA

HEATING (H); 0 VA 0.00% 0 VA NOTES:

COOLING (C): 24813 VA 100.00% 24813 VA TOTALS: 30 A 30 A

EXISTING LOAD (E): 0 VA 125.00% 0 VA PANELBOARD 24813 VA 24813 VA

LOAD TYPE CONNECTED LOAD NEC DEMAND DEMAND LOAD TOTAL CONNECTED TOTAL DEMAND

TOTAL PHASE LOAD (A): 174 A 171 A 171 A

TOTAL PHASE LOAD (VA) 48267 VA 47267 VA 47267 VA

PHASE A PHASE B PHASE C

41 EQUIPPED SPACE -- -- -- -- -- -- 0 0 -- -- -- -- -- -- EQUIPPED SPACE 42






29 EQUIPPED SPACE -- -- -- -- -- -- 0 388 30

27 EQUIPPED SPACE -- -- -- -- -- -- 0 388 28

25 EQUIPPED SPACE -- -- -- -- -- -- 0 388

3 15 14 14 C ACCU-2

26

23 EQUIPPED SPACE -- -- -- -- -- -- 0 7883 24

21 EQUIPPED SPACE -- -- -- -- -- -- 0 7883 22

19 SACU POWER HVAC 20 1 1000 7883

3 40 10 8 C CRU-2

20

17 12240 1910 18

15 12240 1910 16

13

MRI CHILLER HVAC 60 3

12240 1910

3 15 HVAC VFD-2 AHU 2 RETURN FAN

14

11 906 19950 12

9 906 19950 10

7

AHU-1 HVAC 45 3

906 19950

3 80 Other MRI-1

8

5 700 3290 6

3 700 3290 4

1

CU-1 HVAC 15 3

700 3290

3 20 HVAC VFD-1 AHU 2 SUPPLY FAN

2

CKTNO.

DESCRIPTIONLOADTYPE

NOTEWIRESIZE

GNDSIZE

BRKRAMP

P A B C A B C PBRKRAMP

GNDSIZE

WIRESIZE

NOTELOADTYPE

DESCRIPTIONCKTNO.

VOLT-AMPS/PHASE

SECTIONS: 1

A.I.C RATING: EXISTING FED FROM: TQA PANEL

MOUNTING: SURFACE SERVES: RADIOLOGY

VOLTS/PHASE: 480Y/277V, 3PH, 4W LOCATION: ELECTRICAL ROOM 1C100

MAIN SIZE/TYPE: 225 A MCB FAULT CURRENT: EXISTING EQUIPMENT GROUND BUS

BUS SIZE: 225 A

PANELBOARD: EQAH1 ETR





MOTORS (M): 0 VA 100.00% 0 VA

RECEPTACLES (R): 180 VA 100.00% 180 VA * PROVIDE AND INSTALL NEW 2-POLE 20A

BREAKER IN EXISTING SPACE

LIGHTING (L): 60 VA 125.00% 75 VA








41 EQUIPPED SPACE -- -- -- -- -- -- 0 0 42

39 EQUIPPED SPACE -- -- -- -- -- -- 0 0 40

37 EQUIPPED SPACE -- -- -- -- -- -- 0 0

3 40 -- -- -- PANEL MAIN BREAKER

38

35 562 0 -- -- -- -- -- -- EQUIPPED SPACE 36

33EF-4 * C 12 12 20 2

562 0 -- -- -- -- -- -- EQUIPPED SPACE 34

31 SPARE -- -- -- 20 1 0 0 -- -- -- -- -- -- EQUIPPED SPACE 32




23 MRI 2 SERVICE LIGHT L 12 12 20 1 60 0 -- -- -- -- -- -- EQUIPPED SPACE 24

21 0 -- -- -- -- -- -- EQUIPPED SPACE 22

19 VAV-2 C 14 14 20 1 20 0 -- -- -- -- -- -- EQUIPPED SPACE 20

17 DOOR OPENER MRI ENTRY -- -- -- 20 1 0 180 1 20 12 12 R EQUIP RM 124 RECEPTACLES 18

15 EF-1 -- -- -- 20 1 400 500 1 20 -- -- -- DOOR OPERATOR RM C-1-12A 16

13 AHU-2 RECEPTACLES -- -- -- 20 1 180 500 1 20 -- -- -- DOOR OPERATOR RM 1D-127A 14

11 AHU-2 LIGHTS -- -- -- 20 1 360 500 1 20 -- -- -- DOOR OPERATOR RM C-1-11 12

9 EF2 -- -- -- 20 1 360 500 1 20 -- -- -- DOOR OPERATOR RM 1D-119 10

7 SPARE -- -- -- 20 1 0 500 1 20 -- -- -- DOOR OPERATOR RM 1D-120 8

5 EF-3 -- -- -- 20 1 110 500 1 20 -- -- -- DOOR OPERATOR RM 1D-120 6

3 ROOM 1B-134 -- -- -- 20 1 360 500 1 20 -- -- -- DOOR OPERATOR RM 1D-120 4

1 ROOM 1B-134 -- -- -- 20 1 180 500 1 20 -- -- -- DOOR OPERATOR RM 1D-120 2

CKTNO.

DESCRIPTIONLOADTYPE

NOTEWIRESIZE

GNDSIZE

BRKRAMP


GNDSIZE

WIRESIZE

NOTELOADTYPE

DESCRIPTIONCKTNO.

VOLT-AMPS/PHASE

SECTIONS: 1

A.I.C RATING: 22kA FED FROM: TQA PANEL

MOUNTING: Surface SERVES: RADIOLOGY


MAIN SIZE/TYPE: 40 A MLO FAULT CURRENT: EXISTING

BUS SIZE: 100 A

PANELBOARD: EQAL1 ETR

TRACK LIGHTING: 0 VA 100.00% 0 VA

SHOW WINDOW (W): 0 VA 125.00% 0 VA

SIGNAGE/DISPLAY (D): 0 VA 125.00% 0 VA


REFRIGERATION (F) 0 VA 100.00% 0 VA




MOTORS (M): 0 VA 100.00% 0 VA

RECEPTACLES (R): 1080 VA 100.00% 1080 VA * PROVIDE AND INSTALL NEW 1-POLE 20A

BREAKER IN EXISTING SPACE

LIGHTING (L): 0 VA 125.00% 0 VA










25 EQUIPPED SPACE -- -- -- -- -- -- 0 720 1 20 12 12 R RECEPTACLES 26

23 EF ORTHO -- -- -- 20 1 0 180 1 20 12 12 R REC MRI #2 123 * 24

21 ORTHO REC W. WALL 1D-158A -- -- -- 20 1 0 180 1 20 12 12 R REC MRI #2 123 * 22

19 ORTHO REC S. WALL 1D-158A -- -- -- 20 1 0 60 1 20 12 12 Z O2 SENSOR * 20

17 ORTHO REC W. WALL -- -- -- 20 1 0 60 1 20 12 12 Z 'MRI IN USE' SIGN * 18

15 0 0 16

13ORTHO SHOE MACHINE -- -- -- 30 2

0 02 30 -- -- -- ORTHO OVEN

14

11 ORTHO REC N. WALL 1D-158A -- -- -- 20 1 0 0 12

9 ORTHO REC E. WALL -- -- -- 20 1 0 02 30 -- -- -- ORTHO OVEN

10

7 ORTHO REC E. WALL -- -- -- 20 1 0 0 8

5 ORTHO REC E. WALL -- -- -- 20 1 0 02 30 -- -- -- ORTHO DUST

6

3 ORTHO REC E. WALL -- -- -- 20 1 0 0 4

1 ORTHO REC E. WALL -- -- -- 20 1 0 02 20 -- -- -- ORTHO DUST

2

CKTNO.

DESCRIPTIONLOADTYPE

NOTEWIRESIZE

GNDSIZE

BRKRAMP


GNDSIZE

WIRESIZE

NOTELOADTYPE

DESCRIPTIONCKTNO.

VOLT-AMPS/PHASE

SECTIONS: 1

A.I.C RATING: EXISTING FED FROM: L1B

MOUNTING: Surface SERVES: RADIOLOGY


MAIN SIZE/TYPE: MLO FAULT CURRENT: EXISTING

BUS SIZE: 100 A

PANELBOARD: L1B-2 ETR

NOTES:

LIGHT FIXTURE SCHEDULE

TYPEBASIS OF DESIGN:

MANUFACTURER AND MODELMOUNTING

LAMP BALLAST/DRIVER

DESCRIPTION NOTESTYPE LUMENS

COLORTEMP

TYPE VOLTAGEINPUTWATTS

INPUTVA

C1KENALL MEDMASTER DOWNLIGHT -

MRIDL6-FF-PAFW-23L-30K8-W-CS-T-RIMRI6-24V-DIM1-MRIPSF-480-MRIFD-1A

LAY-IN GRIDCEILING

INTEGRALWHITE LED

1445 lm 3000 K

0-10V LOW VOLTAGEDIMMABLE

ELECTRONIC LEDDRIVER

120 V 32 W 60 VA6" ROUND LED DOWNLIGHT, 80CRI, WIDE BEAMDISTRIBUTION, WHITE FLANGE, CLEAR DIFFUSER

F1LITHONIA UFIT SERIES:

UFIT-L48-6000LM-HEF-MVOLT-GZ10-35K-80CRI-LCOZU-WHCHAIN MOUNT

INTEGRALWHITE LED

3200 lm 3500 KSTANDARD

ELECTRONIC LEDDRIVER

120 V 43 W 48 VA 4' LONG STRIP LIGHT WITH 11 GAUGE WIRE GUARD.

SCALE: NTS

CAN FIXTURE LAY-IN DETAIL2 SCALE: 1/2" = 1'-0"

OPERATOR WORKSTATION ELEVATION1

ELECTRICAL KEYNOTES

24 PROVIDE AND INSTALL 10" X 3 1/2" WALL DUCT PER GE HEALTHCARE SIGNA PREMIER MRIEQUIPMENT SPECIFICATIONS. INSTALL HORIZONTAL RUN UNDER MRI OPERATOR STATION AT 7"AFF TO CENTER OF DEVICE AND TERMINATE JUST ABOVE THE CEILING. SEE ELEVATION DETAILSHEET EP501 FOR MORE INFORMATION. TYPICAL.

26 PROVIDE AND INSTALL JUNCTION BOX FOR CONNECTION TO BACKLIT "MRI IN USE" SIGN ABOVEDOOR PROVIDED BY OTHERS. COORDINATE EXACT REQUIREMENTS AND LOCATION PRIOR TOROUGH-IN.

31 PROVIDE POWER TO O2 SENSOR. COORDINATE EXACT LOCATION AND REQUIREMENTS WITHMECHANICAL CONTRACTOR.

54 PROVIDE AND INSTALL PULL BOX SIZED APPROPRIATELY TO ACCEPT WALL DUCT AND THEFOLLOWING CONDUIT TAPS. ROUTE (1) 2", (1) 2.5", AND (1) 3" CONDUIT TO LOCATION INDICATEDBY NOTE '55'. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH GE PROJECTDRAWINGS S.O. # 4770944 AND GE PROJECT MANAGER.

Documents

SITE PREPARATION FOR MRI #2