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
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
ORIGINAL CONTRACT DRAWINGS
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
FIRE EXTINGUISHER CABINET
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
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
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
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60-G-001
GENERAL INFORMATION
BHR
60
2 52JDP
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
12/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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"
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
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
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60-G-010
PARTITION TYPES
BHR
60
3 52JDP
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
12/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
FIRE EXTINGUISHER CABINET
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
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
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
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2/2
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:10:0
3 A
M
60-G-011
LIFE SAFETY PLANS
BHR
60
4 52JDP
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
12/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 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
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1/2
2/2
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60- S-100
GENERAL NOTES
WS
60
5 51BCR
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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].
A) ADHESIVE ANCHORS:
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].
A) ADHESIVE ANCHORS:
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].
A) ADHESIVE ANCHORS:
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.
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
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 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
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60- S-101
GENERAL NOTES
WS
60
6 51BCR
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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.
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
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 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
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60- S-102
STATEMENT OF SPECIAL INSPECTIONS
WS
60
7 51BCR
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
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
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 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
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2/2
02
1 9
:32:3
0 A
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60- S-103
TYPICAL DETAILS
WS
60
8 51BCR
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
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
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 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
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:32:3
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60- S-200
FOUNDATION PLAN
WS
60
9 51BCR
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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.
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
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 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
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:32:3
3 A
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60- S-300
FRAMING PLAN
WS
60
10 51BCR
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
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
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 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
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PR
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D
1/2
2/2
02
1 9
:32:3
4 A
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60- S-500
FOUNDATION SECTIONS & DETAILS
WS
60
11 51BCR
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
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
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 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
:32:3
4 A
M
60- S-600
FRAMING SECTIONS & DETAILS
WS
60
12 51BCR
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
06/30/21
SCALE: 1" = 1'-0"S-600
1 SECTIONSCALE: 1" = 1'-0"S-600
2 SECTIONSCALE: 1" = 1'-0"S-600
3 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
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
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
:08:2
5 A
M
60-AD-101
ARCHITECTURAL DEMOLITION FLOOR
PLAN
BHR
60
13 52JDP
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
12/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
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
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
:08:2
7 A
M
60-AE-201
ARCHITECTURAL FLOOR PLAN
BHR
60
14 52JDP
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
12/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
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
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
:08:2
9 A
M
60-AE-202
ARCHITECTURAL EQUIPMENT PLAN
BHR
60
15 52JDP
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
12/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
EXISTING PRIVACY CURTAIN & TRACK
SCOPE BOUNDARY
CABLE TRAY ABOVE, REF. ELEC.
MRI CLEARANCE LINE BELOW
KEY PLAN
N
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
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
:08:3
4 A
M
60-AE-301
ARCHITECTURAL REFLECTED CEILING
PLAN
BHR
60
16 52JDP
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
12/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
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
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
:08:3
5 A
M
60-AE-401
ARCHITECTURAL ROOF PLAN
BHR
60
17 52JDP
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
12/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
EXISTING SIP ROOF SYSTEM W/ TPO ROOFING MEMBRANE
REPLACE EXISTING GLAZING W/ RF SHEILDED GLASS
RF SHIELDED CEILING SYSTEM
2X2 LAY-IN CEILING SYSTEM
LEVEL 10' - 0"
T.O. MASONRY18' - 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"
T.O. MASONRY18' - 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"
EXISTING SIP ROOF SYSTEM W/ TPO ROOFING MEMBRANE
RF SHIELDED CEILING SYSTEM
2X2 LAY-IN CEILING SYSTEM
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"
T.O. MASONRY18' - 0"
AR
CH
ITE
CT
UR
AL
CE
ILIN
G
10'-0
"
RF
SH
IELD
EN
CLO
SU
RE
12'-6
"
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
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
:08:3
7 A
M
60-AE-701
ARCHITECTURAL BUILDING SECTIONS
BHR
60
18 52JDP
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
12/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
EXISTING PRIVACY CURTAIN & TRACK
SCOPE BOUNDARY
ELECTRICALROOM1C102
ELECTRICALROOM1C100
PENETRATIONSCABINET
122B
KEY PLAN
N
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
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
:08:3
8 A
M
60-AE-801
ARCHITECTURAL FINISH FLOOR PLAN &
FINISH SHCEDULES
BHR
60
19 52JDP
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
12/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
PAINT, MATCH EXISTINGADJACENT WALL COLOR
PAINT, MATCH EXISTINGADJACENT WALL COLOR
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
RF SHIELDED DOOR AS SCHEDULED
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
RF SHIELDED DOOR AS SCHEDULED
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 ASSEMBLY WITH GLAZING
RF SHIELDED WINDOW ASSEMBLY WITH GLAZING
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
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
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
:08:4
0 A
M
60-AE-901
DOOR & WINDOW SCHEDULE
BHR
60
20 52JDP
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
12/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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:
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
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
The information on this document is preliminary or
incomplete, not for construction, recording
purposes, or implementation.
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
1/2
02
1 8
:43:2
4 A
M
60- FA001
FIRE ALARM GENERAL NOTES, RISER,
AND MATRIX
SAB
60
21 52DBN
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
1/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
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
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
The information on this document is preliminary or
incomplete, not for construction, recording
purposes, or implementation.
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
1/2
02
1 8
:43:2
5 A
M
60- FA101
FIRE ALARM FLOOR PLAN
SAB
60
22 52DBN
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
1/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
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
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
The information on this document is preliminary or
incomplete, not for construction, recording
purposes, or implementation.
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
1/2
02
1 8
:43:2
5 A
M
60- FX101
FIRE SUPPRESSION FLOOR PLAN
SAB
60
23 52DBN
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
1/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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.
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 SW 25TH STREETOklahoma City, OK 73109(405) 842-6100
OK ARCH NO. CA. 2295, EXP. 06/30/2021OK ENGR NO. CA. 7127, EXP. 06/30/2021
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
1/2
02
1 1
0:1
5:1
2 A
M
60-P-000
PLUMBING SYMBOLS ANDABBREVIATIONS
SCP
60
24 52JRM
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 SW 25TH STREETOklahoma City, OK 73109(405) 842-6100
OK ARCH NO. CA. 2295, EXP. 06/30/2021OK ENGR NO. CA. 7127, EXP. 06/30/2021
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
1/2
02
1 1
0:1
5:1
7 A
M
60-PLD-101
PLUMBING WASTE DEMOLITION FLOORPLAN
SCP
60
25 52JRM
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
MRI #1 EQUIPMENT ROOM
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
1/4" TRAP PRIMER LINE
1/4" TRAP PRIMER LINE
11
12three 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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 SW 25TH STREETOklahoma City, OK 73109(405) 842-6100
OK ARCH NO. CA. 2295, EXP. 06/30/2021OK ENGR NO. CA. 7127, EXP. 06/30/2021
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
1/2
02
1 1
0:1
5:2
0 A
M
60-PPD-101
PLUMBING SUPPLY DEMOLITION FLOORPLAN
SCP
60
26 52JRM
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
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
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
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 SW 25TH STREETOklahoma City, OK 73109(405) 842-6100
OK ARCH NO. CA. 2295, EXP. 06/30/2021OK ENGR NO. CA. 7127, EXP. 06/30/2021
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
1/2
02
1 1
0:1
5:1
5 A
M
60-PL-101
PLUMBING WASTE FLOOR PLAN
SCP
60
27 52JRM
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
MRI #1 EQUIPMENT ROOM
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
PENETRATIONS CABINET
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
1/4" TRAP PRIMER LINE
1/4" TRAP PRIMER LINE
1/4" TRAP PRIMER LINE
1/4" TRAP PRIMER LINE
3/4" CW
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 SW 25TH STREETOklahoma City, OK 73109(405) 842-6100
OK ARCH NO. CA. 2295, EXP. 06/30/2021OK ENGR NO. CA. 7127, EXP. 06/30/2021
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
1/2
02
1 1
0:1
5:1
8 A
M
60-PP-101
PLUMBING SUPPLY FLOOR PLAN
SCP
60
28 52JRM
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
MRI #1 EQUIPMENT ROOM
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
PENETRATIONS CABINET
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
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 SW 25TH STREETOklahoma City, OK 73109(405) 842-6100
OK ARCH NO. CA. 2295, EXP. 06/30/2021OK ENGR NO. CA. 7127, EXP. 06/30/2021
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
1/2
02
1 1
0:1
5:1
4 A
M
60-PJ-101
PLUMBING MEDICAL GAS FLOOR PLAN
SCP
60
29 52JRM
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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.
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 SW 25TH STREETOklahoma City, OK 73109(405) 842-6100
OK ARCH NO. CA. 2295, EXP. 06/30/2021OK ENGR NO. CA. 7127, EXP. 06/30/2021
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
1/2
02
1 1
0:1
5:1
2 A
M
60-P-501
PLUMBING DETAILS
SCP
60
30 52JRM
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
SCALE: NTS
PIPE HANGER DETAIL1SCALE: NTS
TRAPEZE PIPE HANGER2
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 SW 25TH STREETOklahoma City, OK 73109(405) 842-6100
OK ARCH NO. CA. 2295, EXP. 06/30/2021OK ENGR NO. CA. 7127, EXP. 06/30/2021
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
1/2
02
1 1
0:1
5:1
2 A
M
60-P-601
PLUMBING SCHEDULES
SCP
60
31 52JRM
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
THERMOSTATIC MIXING VALVE
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
NEW WORK TO EXISTING WORK CONNECTION POINT
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.
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 SW 25TH STREETOklahoma City, OK 73109(405) 842-6100
OK ARCH NO. CA. 2295, EXP. 06/30/2021OK ENGR NO. CA. 7127, EXP. 06/30/2021
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
0/2
02
1 5
:30:5
2 P
M
60-M-000
MECHANICAL SYMBOLS ANDABBREVIATIONS
SCP
60
32 52JRM
ORIGINAL CONTRACT DRAWINGSSITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
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
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 SW 25TH STREETOklahoma City, OK 73109(405) 842-6100
OK ARCH NO. CA. 2295, EXP. 06/30/2021OK ENGR NO. CA. 7127, EXP. 06/30/2021
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
0/2
02
1 5
:31:0
0 P
M
60-MHD-101
MECHANICAL HVAC DEMOLITION FLOORPLAN
SCP
60
33 52JRM
ORIGINAL CONTRACT DRAWINGSSITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
MRI #1 EQUIPMENT ROOM
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
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 SW 25TH STREETOklahoma City, OK 73109(405) 842-6100
OK ARCH NO. CA. 2295, EXP. 06/30/2021OK ENGR NO. CA. 7127, EXP. 06/30/2021
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
0/2
02
1 5
:31:0
2 P
M
60-MPD-101
MECHANICAL PIPING DEMOLITIONFLOOR PLAN
SCP
60
34 52JRM
ORIGINAL CONTRACT DRAWINGSSITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
MRI #1 EQUIPMENT ROOM
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
PENETRATIONS CABINET
122B
8"Ø MRI CRYOGENIC HELIUM VENT OUTSIDE RF SHIELD UP THROUGH ROOF
360CD-1 10Ø
VAV2
CRU2
SCOPE BOUNDARY
14"x12" SA
10"ø SA
8"Ø MRI CRYOGENIC HELIUM VENT OUTSIDE RF SHIELD UP THROUGH ROOF
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
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 SW 25TH STREETOklahoma City, OK 73109(405) 842-6100
OK ARCH NO. CA. 2295, EXP. 06/30/2021OK ENGR NO. CA. 7127, EXP. 06/30/2021
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
0/2
02
1 5
:30:5
8 P
M
60-MH-101
MECHANICAL HVAC FLOOR PLAN
SCP
60
35 52JRM
ORIGINAL CONTRACT DRAWINGSSITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
MRI #1 EQUIPMENT ROOM
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
PENETRATIONS CABINET
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
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 SW 25TH STREETOklahoma City, OK 73109(405) 842-6100
OK ARCH NO. CA. 2295, EXP. 06/30/2021OK ENGR NO. CA. 7127, EXP. 06/30/2021
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
0/2
02
1 5
:31:0
1 P
M
60-MP-101
MECHANICAL PIPING FLOOR PLAN
SCP
60
36 52JRM
ORIGINAL CONTRACT DRAWINGSSITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 SW 25TH STREETOklahoma City, OK 73109(405) 842-6100
OK ARCH NO. CA. 2295, EXP. 06/30/2021OK ENGR NO. CA. 7127, EXP. 06/30/2021
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
0/2
02
1 5
:30:5
2 P
M
60-M-102
MECHANICAL ROOF PLAN
SCP
60
37 52JRM
ORIGINAL CONTRACT DRAWINGSSITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 SW 25TH STREETOklahoma City, OK 73109(405) 842-6100
OK ARCH NO. CA. 2295, EXP. 06/30/2021OK ENGR NO. CA. 7127, EXP. 06/30/2021
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
0/2
02
1 5
:30:5
3 P
M
60-M-501
MECHANICAL DETAILS
SCP
60
38 52JRM
ORIGINAL CONTRACT DRAWINGSSITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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.
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 SW 25TH STREETOklahoma City, OK 73109(405) 842-6100
OK ARCH NO. CA. 2295, EXP. 06/30/2021OK ENGR NO. CA. 7127, EXP. 06/30/2021
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
0/2
02
1 5
:30:5
3 P
M
60-M-502
MECHANICAL DETAILS
SCP
60
39 52JRM
ORIGINAL CONTRACT DRAWINGSSITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
SCALE: NTS
SUPPORT ANCHOR FOR PIPE RISER1SCALE: NTS
PIPE ROOF PENETRATION CURB2SCALE: NTS
PIPE ON ROOF SUPPORT3SCALE: NTS
DOWNBLAST EXHAUST FAN4
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 SW 25TH STREETOklahoma City, OK 73109(405) 842-6100
OK ARCH NO. CA. 2295, EXP. 06/30/2021OK ENGR NO. CA. 7127, EXP. 06/30/2021
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
0/2
02
1 5
:30:5
4 P
M
60-M-601
MECHANICAL SCHEDULES
SCP
60
40 52JRM
ORIGINAL CONTRACT DRAWINGSSITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
8. EXISTING TO REMAIN (ETR). SHOWN FOR REFERENCE ONLY.
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
6. EXISTING TO REMAIN (ETR). SHOWN FOR REFERENCE ONLY.
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
8. EXISTING TO REMAIN (ETR). SHOWN FOR REFERENCE ONLY.
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
11. EXISTING TO REMAIN (ETR). SHOWN FOR REFERENCE ONLY.
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
THERMOSTATIC MIXING 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
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 SW 25TH STREETOklahoma City, OK 73109(405) 842-6100
OK ARCH NO. CA. 2295, EXP. 06/30/2021OK ENGR NO. CA. 7127, EXP. 06/30/2021
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
0/2
02
1 5
:30:5
5 P
M
60-M-701
MECHANICAL CONTROLS
SCP
60
41 52JRM
ORIGINAL CONTRACT DRAWINGSSITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
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
VA Health Care System Approval:
Revision: Date:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC312 SW 25TH STREETOklahoma City, OK 73109(405) 842-6100
OK ARCH NO. CA. 2295, EXP. 06/30/2021OK ENGR NO. CA. 7127, EXP. 06/30/2021
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
0/2
02
1 5
:30:5
5 P
M
60-M-702
MECHANICAL CONTROLS
SCP
60
42 52JRM
ORIGINAL CONTRACT DRAWINGSSITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
AI AO BI BO AV BV LOOP SCHED TREND ALARMPOINTS NAME
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
AI AO BI BO AV BV LOOP SCHED TREND ALARMPOINTS NAME
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
A1 = LIGHT FIXTURE TYPE "A1" REFER TO LIGHT
FIXTURE SCHEDULE
A1 = LIGHT FIXTURE TYPE "A1" REFER TO LIGHT
FIXTURE SCHEDULE
A1 = LIGHT FIXTURE TYPE "A1" REFER TO LIGHT
FIXTURE SCHEDULE
a = SWITCHED BY SWITCH "a"
A1E = LIGHT FIXTURE TYPE "A1E" REFER TO LIGHT
FIXTURE SCHEDULE
a = SWITCHED BY SWITCH "a"
NL = NIGHT LIGHT
A1 = LIGHT FIXTURE TYPE "A1" REFER TO LIGHT
FIXTURE SCHEDULE
a = SWITCHED BY SWITCH "a"
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
#D = DATA, # = QUANTITY OF CABLES
#TV = CABLE TELEVISION, # = QUANTITY OF CABLES
#V = VOICE, # = QUANTITY OF CABLES
#D = DATA, # = QUANTITY OF CABLES
#E = ELEVATOR, # = QUANTITY OF CABLES
#FMS = FACILITY MONITORING SYSTEM, # = QUANTITY OF CABLES
NURSE CALL SYMBOLS
COMMUNICATION SYMBOLS
#TV = CABLE TELEVISION, # = QUANTITY OF CABLES
#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
NEW WORK TO EXISTING WORK CONNECTION POINT
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
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
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
1/2
02
1 5
:25:3
4 P
M
60- E-000
ELECTRICAL SYMBOLS &
ABBREVIATIONS
BK
60
43 52BN
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
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
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
1/2
02
1 5
:25:3
7 P
M
60- EPD-101
ELECTRICAL POWER DEMOLITION PLAN
BK
60
44 52BN
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
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
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
1/2
02
1 5
:25:3
8 P
M
60- EPD-102
ELECTRICAL DEMOLITION LIGHTING
PLAN
BK
60
45 52BN
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
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
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
1/2
02
1 5
:25:3
4 P
M
60- EP-101
ELECTRICAL POWER FLOOR PLAN
BK
60
46 52BN
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
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
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
1/2
02
1 5
:25:3
5 P
M
60- EP-102
ELECTRICAL LIGHTING PLAN
BK
60
47 52BN
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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.
3 CONTRACTOR SHALL VERIFY RF FILTERS ARE LOCATED WITHIN 10" OF COMMON GROUND STUD.
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
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
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
1/2
02
1 5
:25:3
5 P
M
60- EP-103
ELECTRICAL DATA FLOOR PLAN
BK
60
48 52BN
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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.
3 CONTRACTOR SHALL VERIFY RF FILTERS ARE LOCATED WITHIN 10" OF COMMON GROUND STUD.
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
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
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
1/2
02
1 5
:25:3
6 P
M
60- EP-104
ELECTRICAL POWER PLANS
BK
60
49 52BN
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
NORMAL NEMA 1 ENCLOSURE
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
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
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
1/2
02
1 5
:25:3
8 P
M
60- EPD-601
EXISTING PARTIAL ONE-LINE DIAGRAM
BK
60
51 52BN
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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.
79 (3) PARALLEL 4" C., EACH WITH (4) 500KCMIL, (1) #1/0 GND
80 (3) PARALLEL 4" C., EACH WITH (4) 500KCMIL, (1) #1/0 GND
150 (3) PARALLEL 4" C., EACH WITH (4) 500KCMIL, (1) #1/0 GND
151 (3) PARALLEL 4" C., EACH WITH (4) 500KCMIL, (1) #1/0 GND
155 (2) PARALLEL 3" C., EACH WITH (4) 350KCMIL, (1) #1/0 GND
156 (2) PARALLEL 3" C., EACH WITH (4) 350KCMIL, (1) #1/0 GND
160 (4) 500 KCMIL, (1) #1/0 GND IN 4" C.
161 (4) 500 KCMIL, (1) #1/0 GND IN 4" C.
162 (4) PARALLEL 5" C., EACH WITH (4) 750KCMIL, (1) #2/0 GND
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
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
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
NORMAL NEMA 1 ENCLOSURE
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
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
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
1/2
02
1 5
:25:3
7 P
M
60- EP-601
NEW PARTIAL ONE-LINE DIAGRAM
BK
60
51 52BN
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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.
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.
79 (3) PARALLEL 4" C., EACH WITH (4) 500KCMIL, (1) #1/0 GND
80 (3) PARALLEL 4" C., EACH WITH (4) 500KCMIL, (1) #1/0 GND
150 (3) PARALLEL 4" C., EACH WITH (4) 500KCMIL, (1) #1/0 GND
151 (3) PARALLEL 4" C., EACH WITH (4) 500KCMIL, (1) #1/0 GND
155 (2) PARALLEL 3" C., EACH WITH (4) 350KCMIL, (1) #1/0 GND
156 (2) PARALLEL 3" C., EACH WITH (4) 350KCMIL, (1) #1/0 GND
160 (4) 500 KCMIL, (1) #1/0 GND IN 4" C.
161 (4) 500 KCMIL, (1) #1/0 GND IN 4" C.
162 (4) PARALLEL 5" C., EACH WITH (4) 750KCMIL, (1) #2/0 GND
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
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
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
1/2
02
1 5
:25:3
7 P
M
60- EP-602
ELECTRICAL SCHEDULES AND DETAILS
BK
60
52 52BN
ORIGINAL CONTRACT DRAWINGS
SITE PREPARATION FOR MRI #2
01/22/2021
623-CSI-103
1101 HONOR HEIGHTS DRIVEMUSKOGEE, OK 74401-1302
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
39 EQUIPPED SPACE -- -- -- -- -- -- 0 0 -- -- -- -- -- -- EQUIPPED SPACE 40
37 EQUIPPED SPACE -- -- -- -- -- -- 0 0 -- -- -- -- -- -- EQUIPPED SPACE 38
35 EQUIPPED SPACE -- -- -- -- -- -- 0 0 -- -- -- -- -- -- EQUIPPED SPACE 36
33 EQUIPPED SPACE -- -- -- -- -- -- 0 0 -- -- -- -- -- -- EQUIPPED SPACE 34
31 EQUIPPED SPACE -- -- -- -- -- -- 0 0 -- -- -- -- -- -- EQUIPPED SPACE 32
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
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): 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
HEATING (H); 0 VA 0.00% 0 VA NOTES:
COOLING (C): 1144 VA 100.00% 1144 VA TOTALS: 4 A 4 A
EXISTING LOAD (E): 0 VA 125.00% 0 VA PANELBOARD 1384 VA 1399 VA
LOAD TYPE CONNECTED LOAD NEC DEMAND DEMAND LOAD TOTAL CONNECTED TOTAL DEMAND
TOTAL PHASE LOAD (A): 16 A 27 A 19 A
TOTAL PHASE LOAD (VA) 1880 VA 3182 VA 2272 VA
PHASE A PHASE B PHASE C
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
29 SPARE -- -- -- 20 1 0 0 -- -- -- -- -- -- EQUIPPED SPACE 30
27 SPARE -- -- -- 20 1 0 0 -- -- -- -- -- -- EQUIPPED SPACE 28
25 SPARE -- -- -- 20 1 0 0 -- -- -- -- -- -- EQUIPPED SPACE 26
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
P A B C A B C PBRKRAMP
GNDSIZE
WIRESIZE
NOTELOADTYPE
DESCRIPTIONCKTNO.
VOLT-AMPS/PHASE
SECTIONS: 1
A.I.C RATING: 22kA FED FROM: TQA PANEL
MOUNTING: Surface SERVES: RADIOLOGY
VOLTS/PHASE: 208Y/120V, 3PH, 4W LOCATION: ELECTRICAL ROOM 1C100
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
KITCHEN (K): 0 VA 100.00% 0 VA
REFRIGERATION (F) 0 VA 100.00% 0 VA
MISC. EQUIPMENT (Z): 120 VA 100.00% 120 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): 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
HEATING (H); 0 VA 0.00% 0 VA NOTES:
COOLING (C): 0 VA 0.00% 0 VA TOTALS: 3 A 3 A
EXISTING LOAD (E): 0 VA 125.00% 0 VA PANELBOARD 1200 VA 1200 VA
LOAD TYPE CONNECTED LOAD NEC DEMAND DEMAND LOAD TOTAL CONNECTED TOTAL DEMAND
TOTAL PHASE LOAD (A): 7 A 2 A 2 A
TOTAL PHASE LOAD (VA) 780 VA 180 VA 240 VA
PHASE A PHASE B PHASE C
29 EQUIPPED SPACE -- -- -- -- -- -- 0 0 -- -- -- -- -- -- EQUIPPED SPACE 30
27 EQUIPPED SPACE -- -- -- -- -- -- 0 0 -- -- -- -- -- -- EQUIPPED SPACE 28
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
P A B C A B C PBRKRAMP
GNDSIZE
WIRESIZE
NOTELOADTYPE
DESCRIPTIONCKTNO.
VOLT-AMPS/PHASE
SECTIONS: 1
A.I.C RATING: EXISTING FED FROM: L1B
MOUNTING: Surface SERVES: RADIOLOGY
VOLTS/PHASE: 208Y/120V, 3PH, 4W LOCATION: ELECTRICAL ROOM 1C102
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.