Project 506-21-110 Drawings.pdf

T

T

ANN ARBOR

VETERANS AFFAIRS MEDICAL CENTER

#506-21-110

DEPARTMENT OF VETERANS AFFAIRS

2215 FULLER ROAD, ANN ARBOR, MI 48105

EMERGENCY POWER CENTRAL CHILLER PLANT

D R A W I N G L I S T

G E N E R A L N O T E S

1. SEE GENERAL PROJECT NOTES FOR NEW WORK FOR ADDITIONAL REQUIREMENTS FOR WORK WITHIN THE EXISTING FACILITY.

2. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND CONSTRUCTION. IF PROVIDED, THE GENERAL CONTRACTOR SHALL CAREFULLY EXAMINE EXISTING BUILDING DOCUMENTS. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.

3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING DEMOLITION AND

CONSTRUCTION.

4. MAINTAIN EXIT EGRESS PATHS TO EXISTING EXIT DOORS DURING CONSTRUCTION.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK AND THE ROUTES MUST BE RETURNED TO THEIR ORIGINAL CONDITION AT THE END OF THE PROJECT.

6. MAINTAIN THE BUILDING IN A WEATHER TIGHT CONDITION AT ALL TIMES.

7. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE C.O.R. TO MINIMIZE DISRUPTIONS OF

NORMAL FUNCTIONS OF THE VA'S OCCUPIED AREAS.

8. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE C.O.R. FOR THE SCHEDULED TIME OF THE CONSTRUCTION ACTIVITIES. NO WORK SHALL BE DONE WITHOUT THE WRITTEN APPROVAL OF THE C.O.R. THE C.O.R. RESERVES THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION AT ANY TIME. NO RADIOS SHALL BE PERMITTED AT ANY TIME IN WORK AREAS

ADJACENT TO OCCUPIED SPACES.

9. ALL EXISTING SERVICES AND UTILITIES SHALL BE MAINTAINED TO AREAS THAT ARE IN OPERATION AND SERVED BY THEM.

COORDINATE ALL DISRUPTIONS OR DISCONTINUATIONS OF UTILITIES AND SERVICES WITH C.O.R. NO SHUT DOWN OF EXISTING SERVICES IS ALLOWED TO OCCUR UNTIL RECEIVING THE C.O.R.'S WRITTEN APPROVAL OF THE SHUT DOWN SCHEDULE. PROVIDE TEMPORARY SERVICES AND/OR UTILITIES DURING INTERRUPTIONS AS REQUIRED AND APPROVED BY THE C.O.R.

10. DO NOT OVERLOAD THE EXISTING BUILDING STRUCTURE. MAINTAIN THE STRUCTURAL INTEGRITY OF ALL STRUCTURAL FRAMING

MEMBERS AND SYSTEMS AT ALL TIMES.

11. REMOVAL OF A PARTICULAR ITEM IS TO INCLUDE ALL RELATED ITEMS, SUCH AS REMOVAL OF WALLS WOULD INCLUDE ASSOCIATED DOORS, HARDWARE, ELECTRICAL, PLUMBING, MECHANICAL, ETC. REFER TO DEMOLITION DRAWINGS FOR MORE INFORMATION. FOR ALL REMOVALS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING

BUT NOT LIMITED TO MECHANICAL, ELECTRICAL AND PLUMBING.

12. THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ITEMS NOT DEMOLISHED OR REMOVED AS REQUIRED UNTIL

PERMANENT SUPPORT IS PROVIDED IN THE FINAL CONSTRUCTION.

13. ALL OPENINGS IN EXISTING WALLS, CEILINGS AND FLOORS, WHICH ARE THE RESULT OF REMOVALS AND OTHER NEW CONSTRUCTION ACTIVITY, SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING MATERIALS OR AS NOTED ON DRAWINGS. IF THE PATCH IS TO BE MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE PATCH SHALL BE FINISHED TO A LIKE NEW CONDITION TO MATCH THE EXISTING FINISH.

14. ALL EXISTING OPENINGS IN CEILINGS, FLOORS AND WALLS DISCOVERED IN THE EXISTING STRUCTURE SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING MATERIALS. IF THE PATCH IS TO BE MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE PATCH SHALL BE FINISHED TO A LIKE NEW CONDITION TO MATCH THE

EXISTING FINISH.

15. WHERE EXISTING SURFACES ARE TO BE REFINISHED OR ARE TO SERVE AS SUBSTRATE FOR THE ATTACHMENT OR APPLICATION OF NEW MATERIALS OR CONSTRUCTION, PREPARE OR ALTER THE EXISTING SURFACES AS NECESSARY TO PROPERLY

ACCOMMODATE THE NEW MATERIALS.

16. FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES THAT IMPACT THE NEW WORK. DETERMINE THE SIZE AND LOCATION THE PENETRATIONS FROM THE EXISTING UTILITIES WITHIN THE NEW WORK. SEAL TIGHT TO ALL PENETRATIONS AND

CAULK.

17. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE SAFE'D TO ACHIEVE THE REQUIRED FIRE RATING BY THE END OF CONSTRUCTION OPERATIONS FOR EACH DAY. ALL FIRE STOP MUST BE "HILTI RED" OR

EQUIVALENT IN COLOR.

18. NEW HOLES IN EXISTING ROOF STRUCTURES FOR NEW WORK MUST BE COORDINATED WITH THE EXISTING STRUCTURE SO THAT

CRITICAL STRUCTURAL MEMBERS ARE NOT DAMAGED.

19. NO EXISTING FIREPROOFING IS TO BE REMOVED FROM EXISTING BUILDING STRUCTURE FOR ANY NEW INSTALLATION FOR ANY

REASON.

E X I S T I N G F A C I L I T I E S:

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE FEDERAL AUTHORITIES, CODES, RULES AND REGULATIONS.

2. THESE DOCUMENTS SHOW THE MINIMUM CONSTRUCTION REQUIREMENTS AND THE MINIMUM QUALITY OF WORK EXPECTED.

MORE STRINGENT REQUIREMENTS STIPULATED WITHIN RELEVANT MANUFACTURER’S INSTALLATION INSTRUCTIONS WILL

SUPERSEDE.

3. UNLESS OTHERWISE NOTED, ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER THE APPLICABLE PROVISIONS OF THESE

DOCUMENTS AND THE MANUFACTURER’S INSTRUCTIONS.

4. ALL MATERIALS USED SHALL BE NEW UNLESS OTHERWISE NOTED AND/OR OF A QUALITY TO MEET OR EXCEED ALL APPLICABLE INDUSTRY STANDARDS. WHERE SPECIFIED PRODUCTS OR MANUFACTURERS ARE NOT NOTED, THE CONTRACTOR IS REQUIRED

TO NOTIFY THE C.O.R. TO OBTAIN A MINIMUM STANDARD OF QUALITY.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND TECHNIQUES FOR CONSTRUCTION.

6. COORDINATE ALL WORK WITH ALL OTHER DISCIPLINES, INCLUDING, BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, PLUMBING & SITE DRAWINGS. EXACT SIZE AND LOCATION OF ALL ROOF AND FLOOR OPENINGS SHOWN ON ARCHITECTURAL DRAWINGS SHALL

BE VERIFIED WITH THE ASSOCIATED SUB-CONTRACTORS PRIOR TO CONSTRUCTION.

7. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL PLAN DIMENSIONS ARE TAKEN TO FINISH FACE OF CONSTRUCTION.

8. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED.

9. THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, AND PLUMBING. SEAL CONSTRUCTION TIGHT TO ALL PENETRATIONS AND CAULK.

10. ALL PENETRATIONS THROUGH FIRE RATED CONSTRUCTION MUST BE FIRE SAFE'D IN ACCORDANCE WITH THE SPECIFICATIONS.

11. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND VERIFYING ALL REQUIRED

ROUGH OPENINGS, AND ROUGH-IN DIMENSIONS PRIOR TO CONSTRUCTION.

12. UNLESS OTHERWISE NOTED, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING SALVAGED STOCK

BEFORE ORDERING NEW MATERIAL.

13. ALL FIRE RATED WALL AND FLOOR PENETRATION MUST COMPLY WITH ASTM-E814

14. ALL DOOR OPENINGS SHALL BE 4" FROM A PERPENDICULAR PARTITION TO OUTSIDE FACE OF FRAME, UNLESS NOTED OR

DETAILED OTHERWISE.

15. CONTRACTOR IS TO CLOSE OFF ANY VOIDS LEFT AS A RESULT OF ANY REMOVALS AND NEW CONSTRUCTION, AS WELL AS INFILL ANY EXISTING VOIDS IN NEWLY DESIGNATED FIRE RATED PARTITIONS. ALL PATCHES SHALL MATCH AND ALIGN WITH

SURROUNDING MATERIALS AND SHALL BE IN ACCORDANCE WITH NFPA CODE.

16. CONTRACTOR SHALL SEAL PARTITION WALLS AROUND ALL M.E.P. PENETRATIONS OR OPENINGS, RESULTING FROM M.E.P.

INSTALLATIONS INCLUDING BUT NOT LIMITED TO THE SLAB, ABOVE AND BELOW CEILINGS.

17. ALL NEW MASONRY WORK INCLUDING NEW PARTITIONS, INFILL AND PATCHING; MATCH EXISTING COURSING AND TOOTH IN WITH

EXISTING ADJ. CONSTRUCTION.

18. UNLESS NOTED, THE CONNECTION AT THE TOP OF THE PARTITION TO THE STRUCTURE ABOVE MUST ALLOW FOR 1" MINIMUM VERTICAL MOVEMENT, EITHER UP OR DOWN. AT FIRE RATED METAL STUD PARTITIONS, THE TOP CONNECTION MUST BE A FIRE STOP CONNECTION THAT ALLOWS 1" MINIMUM VERTICAL MOVEMENT, EITHER UP OR DOWN. HOLD GYPSUM WALL BOARD AND STEEL STUDS 1" FROM THE BOTTOM OF THE STRUCTURE ABOVE. DO NOT SCREW-ATTACH STEEL VERTICAL STUDS OR GYPSUM WALL BOARD TO THE TOP TRACK. INSTALL BRIDGING 12" MINIMUM FROM THE TOP OF THE STUDS.

19. LABEL ALL RATED PARTITIONS (FIRE & SMOKE) ABOVE THE CEILING, ON BOTH SIDES OF THE WALL.

20. TRAINING ON ALL EQUIPMENT MUST BE RECORDED BY THE CONTRACTOR.

N E W W O R K:

1. SYSTEM OUTAGES MUST BE COORDINATED AND SCHEDULED WITH THE COR.

2. PARTIAL SYSTEM OUTAGES VIA LOCAL ISOLATION OF CIRCUITS, PUMPS, AND OTHER EQUIPMENT WILL BE REQUIRED SO THAT

SYSTEMS CAN REMAIN AVAILABLE TO THE HOSPITAL.

3. CHILLED WATER SYSTEM OUTAGES SHOULD BE SCHEDULED FROM NOVEMBER THROUGH MAY TO ENSURE THAT EQUIPMENT

THAT REMAINS AVAILABLE CAN MEET POTENTIAL DEMAND.

4. OUTAGES FOR SWITCHOVER AND TESTING RELATED TO THE NEW MOTOR CONTROL CENTER AUTOMATIC TRANSFER SWITCHES

(QTY: 2) WILL NEED TO BE SCHEDULED ON WEEKENDS.

G E N E R A L P H A S I N G N O T E S:

1W

1E

T2

T3

PROJECT LOCATION

BUILDING 32

FULLER CT.

FULLER RD.

ANN ARBOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /A n n A rb o r V

A

E m r P w r

C e n tr a l C h ill e r

P la n t/ F

F E

A n n

A rb o r

E m e rg e n c y P o w e r_

B rv t

/1

/2

:2

:3

P

M

GI000

COVER SHEET

8/19/2022 PH TD

EMERGENCY POWER CENTRAL

CHILLER PLANT

506-21-110

2215 FULLER RD, ANN ARBOR, MI

BID DOCUMENTS

VA ANN ARBOR

HEALTHCARE

SYSTEM Approved: Veteran's Affairs Medical Center

GENERAL

GI000 COVER SHEET

GI001 ABBREVIATIONS AND GENERAL DETAILS

GI002 LIFE SAFETY PLAN

GI003 LIFE SAFETY CODE REVIEW

CIVIL

VF100 EXISTING SURVEY

C100 CONTRACTOR LAYDOWN

CD100 DEMOLITION PLAN

CS100 SITE PLAN

CG100 GRADING PLAN

CU100 UTILITY PLAN

CS500 DETAILS

CS501 EROSION CONTROL GENERAL NOTES AND DETAILS

STRUCTURAL

S001 GENERAL NOTES

SB101 STRUCTURAL FOUNDATION PLAN AND SLAB PLAN

SF101 STRUCTURAL ROOF FRAMING PLAN

S301 STRUCTURAL SECTIONS

S501 STRUCTURAL DETAILS

ARCHITECTURE

AE100 OVERALL FIRST FLOOR PLAN

AD101 DEMOLITION FLOOR PLAN AND ELEVATION

AE101 GENERATOR ROOM PLANS

AE102 ROOF PLAN

AE103 MEZZANINE PLAN

AE201 EXTERIOR ELEVATIONS

AE301 BUILDING SECTIONS

AE302 BUILDING SECTIONS

AE303 MEZZANINE SECTIONS

AE311 WALL SECTIONS

AE312 WALL SECTIONS

AE401 STAIR DETAILS

AE501 MISC DETAILS

AE502 MISC DETAIL

AE601 DOOR AND WINDOW SCHEDULE

AE800 INTERIOR FINISHES

FIRE PROTECTION

FX101 FIRE SUPPRESSION PLAN

PLUMBING

PL101 PLUMBING PLANS

MECHANICAL

M001 MECHANICAL LEGEND

M101 MECHANICAL FIRST FLOOR PLAN

M301 MECHANICAL SECTIONS

M501 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES

M602 MECHANICAL CONTROLS AND FUEL OIL SYSTEM DIAGRAM

ELECTRICAL

E001 LEGEND AND ABBREVIATIONS

ED101 FIRST FLOOR DEMOLITION

EP101 FIRST FLOOR MAIN ELECTRICAL ROOM 113

EP102 FIRST FLOOR NEW WORK

EP103 OVERALL FIRST FLOOR PLAN

EP104 LIGHTNING PROTECTION PLAN - NEW GENERATOR BUILDING

ES100 OVERALL SITE PLAN

E501 ELECTRICAL DETAILS

E502 ELECTRICAL DETAILS

E601 SINGLE LINE DIAGRAM

NTS

PROJECT LOCATION MAP

NTS

VICINITY MAP

N N

No. Revisions: Date:

BID DOCUMENTS 8/19/2022

P1

A101

SIM

A101

SIM

A101

SIM

A101

SIM

A B B R E V I A T I O N S

LEVEL NAME W/ ELEVATION

NEW GRID HEAD

CALL OUT HEAD W/ SHEET NUMBER

ROOM NAME W/ ROOM NUMBER, AREA

& OCCUPANCY

BUILDING SECTION NUMBER W/ SHEET

NUMBER

WALL SECTION NUMBER W/

SHEET NUMBER

DOOR NUMBER

WALL TAG

KEYNOTE

REVISION TAG

FINISH TAG

DETAIL SECTION NUMBER W/

SHEET NUMBER

NORTH ARROW

LEVEL

ELEVATION

ROOM NAME

150 SF

S Y M B O L S

WINDOW TAGA

10'-0" CEILING HEIGHT TAG

A.B. ANCHOR BOLT

A.C.M. ASBESTOS CONTAINING MATERIALS

A.C.P. ASPHALT CONCRETE PAVING

A/C AIR CONDITIONING

ACOUS. ACOUSTIC

A.C.T. ACOUSTICAL CEILING TILE

A.D. AREA DRAIN

ADJ. ADJUSTABLE

AFF ABOVE FINISH FLOOR

AGG. AGGREGATE

AL. ALUMINUM

ALT. ALTERNATE

APPROX. APPROXIMATE

ARCH. ARCHITECT

ASPH. ASPHALT

BD. BOARD

BITUM. BITUMINOUS

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

BM. BENCH MARK OR BEAM

BOT. BOTTOM

BRG. BEARING

BRK. BRICK

BRZ. BRONZE

BTWN. BETWEEN

B.U.R BUILT-UP ROOFING

CAB. CABINET

CARP. CARPET

C.B. CATCH BASIN

C.B.B. CEMENTITIOUS BACKER BOARD

CEM. CEMENT

CER. CERAMIC

CER.T. CERAMIC TILE

C.F.C.I. CONTRACTOR

FURNISH/CONTRACTOR INSTAL

C.F.O.I. CONTRACTOR FURNISH/OWNER

INSTALL

C.HK. COAT HOOK

C.I. CAST IRON

CIR. CIRCLE

C.J. CONSTRUCTION JOINT

CLG. CEILING

CLG.J. CEILING JOINT

CLKG. CAULKING

CLO. CLOSET

CLR. CLEAR

CLS. CLOSURE

CMU CONCRETE MASONRY UNIT

CNTR. COUNTER

C.O. CLEAN OUT

COL. COLUMN

COMB. COMBINATION

COMP. COMPOSITION

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONV.O. CONVECTION OVEN

C.O.R. CONTRACTING OFFICER'S

REPRESENTATIVE

CTR. CENTER

C.W. COLD WATER

CW. CURTAINWALL

DET. DETAIL

DF. DOUGLAS FIR

D.F. DRINKING FOUNTAIN

DIA. DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DISP. DISPOSAL

DIV. DIVISION

DN. DOWN

D.O. DOOR OPENING

DR. DOOR

D.S. DOWN SPOUT

D.T. DRAIN TILE

D.W. DISHWASHER

DWG(S). DRAWING(S)

DWR. DRAWER

(E) EXISTING

EA. EACH

E.C. ELECTRICAL CONTRACTOR

E.E. EACH END

E.F. EXHAUST FAN

E.J. EXPANSION JOINT

ELEC. ELECTRICAL

ELEV. ELEVATION

E.N. EDGE NAIL

ENCL. ENCLOSURE

EQUIV. EQUIVALENT

E.S. EACH SIDE

E.W. EACH WAY

E.W.C. ELECTRICAL WATER CLOSET

EXP. EXPANSION

EXP.B. EXPANSION BOLT

EXPO. EXPOSURE

EXT. EXTERIOR

F. FACE

F.A. FIRE ALARM

F.B. FACE BRICK

F.BD. FIRE BOARD

F.BELL FIRE BELL

F.B.O. FURNISHED BY OTHERS

F.D. FLOOR DRAIN

FDN. FOUNDATION

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.F. FINISH FLOOR

F.G. FINISH GRADE

FGL. FIBERGLASS

F.H. FIRE HYDRANT

FH.M.S. FLAT HEAD MACHINE SCREW

FIN. FINISH

FIXT. FIXTURE

F.J. FLOOR JOIST

F.L. FLOOR LINE

FLASH FLASHING

FLOUR FLUORESCENT

FLR. FLOOR

F.N. FACE NAIL

F.O.B. FACE OF BUILDING

F.O.C. FACE OF CONCRETE

F.O.F. FACE OF FINISH

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUD

F.R.T.W. FIRE RETARDANT TREATED WOOD

F.S.C. FIRE SUPPRESSION CONTRACTOR

F.S.E.C. FOOD SERVICE EQUIPMENT

CONTRACTOR

FTG. FOOTING

FUT. FUTURE

F.V.C. FIRE VAULT CABINET

GA. GAUGE

GALV. GALVANIZED

G.C. GENERAL CONTRACTOR

G.B. GRAB BAR

G.D. GARBAGE DISPOSAL

G.E. GRATE ELEVATION

G.I. GALVANIZED IRON

GL. GLASS

GLB. GLUE LAMINATED BEAM

GND. GROUND

GR. GRADE

G.S.M. GALVANIZED SHEET METAL

GYP.BD. GYPSUM BOARD

H.B. HOSE BIB

HC. HANDICAPPED

HDR. HEADER

HDWD. HARDWOOD

HDWE. HARDWARE

HGT. HEIGHT

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

H.P. HIGH POINT

HR. HOUR

H.S.S. HOLLOW STRUCTURAL STEEL

HTG. HEATING

H.V.A.C. HEATING, VENTILATION & AIR

CONDITIONING

H.W. HOT WATER

I.D. INSIDE DIAMETER

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

JAN. JANITOR

J.H. JOIST HANGER

JST. JOIST HANGER

JT. JOINT

KIT. KINTCHEN

LAB LABORATORY

LAM. LAMINATE

LAV. LAVATORY

L.B. LAG BOLT

L.H. LEFT HAND

L.L. LIVE LOAD

L.P. LOW POINT

LT. LIGHT

MAT. MATERIAL

MAX. MAXIMUM

M.B. MACHINE BOLT

M.C. MEDICINE CABINET

MECH. MECHANICAL

MED. MEDIUM

MEMB. MEMBRANE

M.E.P. MECHANICAL, ELECTRICAL,

PLUMBING

MFG. MANUFACTURER

MH. MANHOLE

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

MOD. MODULAR

MP.H. MOP HOLDER

MR. FRAMED MIRROR

M.R. MOISTURE RESISTANT

M.T. METAL THRESHOLD

MTD. MOUNTED

MTL. METAL

(N) NEW

N. NORTH

NAT. NATURAL

N.I.C. NOT IN CONTRACT

(NOT PART OF OSA APPROVAL)

NO. NUMBER

NOM. NOMINAL

NON/COM NON-COMBUSTIBLE

N.T.S. NOT TO SCALE

O/ OVER

O.A. OVERALL

OBS. OBSCURE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F. OVERFLOW

OFF. OFFICE

O.F.S. OUTSIDE FACE OF STUD

O.H.W.S. OVAL HEAD WOOD SCREW

OPP. OPPOSITE

P. PAINT

P.C. PLUMBING CONTRACTOR

P.C.F. POUNDS PER CUBIC FOOT

P.E.N. PANEL EDGE NAILING

PERF. PERFORATED

PL. PLATE

P.LAM PLASTIC LAMINATE

PLAS. PLASTER

P.L.F. POUNDS PER LINEAR FOOT

PLYWD. PLYWOOD

P.M.F. PRESSED METAL FRAME

PR. PAIR

PROP. PROPERTY

P.S.F. POUNDS PER SQUARE FOOT

P.S.I. POUNDS PER SQUARE INCH

P.STA. PULL STATION

PTD. PAINTED

P.T.D. PAPER TOWEL DISPENSER

PT. POINT

P.T.D.F. PRESSURE TREATED DOUGLAS

FIR

PTN. PARTITION

P.T.R. PAPER TOWEL RECEPTACLE

P.V.C. POLYVINYL-CHLORIDE

Q.T. QUARRY TILE

RAD. RADIUS

R.B. RUBBER BASE

R.C.P. REFLECTED CEILING PLAN

R.D. ROOF DRAIN

RDWD. REDWOOD

REF. REFERENCE

REFR. REFRIGERATOR

REINF. REINFORCING

REQD. REQUIRED

RESIL. RESILIENT

R.H. ROOF HATCH

R.HK. ROBE HOOK

R.H.M.S. ROUND HEAD METAL SCREW

R.H.W.S. ROUND HEAD WOOD SCREW

RM. ROOM

R.O. ROUGH OPENING

R.W.L. RAIN WATER LEADER

S. SOUTH

S.A.B. SOUND ATTENUATION BATT

S.A.D. SEE ARCHITECTURAL DRAWINGS

S.A.F.F. SELF ADHERED FLEXIBLE FLASHING

S.A.S.M. SELF ADHERED FLEXIBLE MEMBRANE

S.BLKG. SOLID BLOCKING

SCWD. SOLID CORE WOOD DOOR

S.C.D. SEE CIVIL DRAWINGS

S.D. STORM DRAIN

S.DISP. SOAP DISPENSER

SEAL. SEALANT

SECT. SECTION

S.E.D. SEE ELECTRICAL DRAWINGS

SHR. SHOWER

SHT. SHEET

SHTG. SHEATHING

SIM. SIMILAR

SL. SLIDING

S.L.D. SEE LANDSCAPE DRAWINGS

S.M.D. SEE MECHANICAL DRAWINGS

S.N.D. SANITARY NAPKIN DISPOSAL

S.N.V. SANITARY NAPKIN DISPENSER

S.P. SOUNDPROOF

SPEC. SPECIFICATION

SQ. SQUARE

SQ.FT. SQUARE FOOT (FEET)

S.S. SANITARY SEWER

S.S.D. SEE STRUCTURAL DRAWINGS

STA. STATION

STD. STANDARD

STL. STEEL

S.STL. STAINLESS STEEL

STO. STORAGE

STRUC. STRUCTRUAL

SUSP. SUSPENDED

T.B. TACKBOARD

T&B. TOP AND BOTTOM

TEL. TELEPHONE

TEMP. TEMPERED

TER. TERRAZZO

T&G. TOUNGE AND GROOVE

THK. THICK

T.J. TOOL JOINT

T.N. TOE NAIL

T.O.C. TOP OF CURB

T.O.P TOP OF PAVEMENT

T.O.PL. TOP OF PLATE

T.O.S. TOP OF SEAT

T.O.W. TOP OF WALL

T.P.D. TOILET PAPER DISPENSER

T.S. TUBE STEEL

T.V. TELEVISION

TYP. TYPICAL

UNF. UNFINISHED

U.N.O. UNLESS NOTED OTHERWISE

UR. URINAL

U/S. UNDERSIDE

V.C.T. VINYL COMPOSITION TILE

VERT. VERTICAL

VEST. VESTIBULE

V.G. VERTICAL GRAIN

V.I.F. VERIFY IN FIELD

V.T. VINYL TILE

V.T.R. VENT TO ROOF

V.W.C. VINYL WALL COVERING

(VC) V.A. FURNISHED / CONTRACTOR

INSTALLED

(VV) V.A. FURNISHED AND INSTALLED

W. WEST

W/ WITH

W/IN WITHIN

W.C. WATER CLOSET

WD. WOOD

WDW. WINDOW

W.F. WATER COOLER

W.H. WATER HEATER

W/O WITHOUT

W.P. WATER PROOF

W.R. WATER RESISTANT

WT. WEIGHT

W.W.F. WELDED WIRE FABRIC

YD. YARD

EXISTING GRID HEAD0

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /A n n A rb o r V

A

E m r P w r

C e n tr a l C h ill e r

P la n t/ F

F E

A n n

A rb o r

E m e rg e n c y P o w e r_

B rv t

/1

/2

:2

:3

P

M

GI001

ABBREVIATIONS AND GENERAL

DETAILS

8/19/2022 PH TD

EMERGENCY POWER CENTRAL

CHILLER PLANT

506-21-110

2215 FULLER RD, ANN ARBOR, MI

BID DOCUMENTS

VA ANN ARBOR

HEALTHCARE

SYSTEM Approved: Veteran's Affairs Medical Center

UP

EX EXIT

EXIT SIGN

FIRE EXTINGUISHER

PATH OF TRAVEL

2 HOUR FIRE BARRIER

L I F E S A F E T Y L E G E N D

G E N E R A L L I F E S A F E T Y N O T E S

A. SEE NFPA 101 CODE REVIEW ON SHEET GI003

B. PER NFPA 110 - 7.2.1.1 THE EMERGENCY POWER SUPPLY ROOM SHALL BE SEPARATED FROM THE REST OF THE BUILDING BY

CONSTRUCTION WITH A 2-HOUR FIRE RESISTANCE RATING.

C. 4" AND 8" ACOUSTIC BLOCK 2 HOUR RATING BASED ON CALCULATED PER EQUIVALENT THICKNESS OF MASONRY: IBC 721.3; NCMA

TEK 7-4 FIRE RESISTANCE RATINGS OF CONCRETE MASONRY ASSEMBLIES

D. CONTRACTOR TO PROVIDE SUBMITTAL SHOWING FIREPROOFING THICKNESSES REQUIRED WITH UL RATINGS, STEEL SIZES AND

SPRAY-APPLIED FIRE RESISTIVE MATERIALS PROVIDED.

E. VA PHYSICAL SECURITY AND RESILIENCY DESIGN MANUAL - LIFE SAFETY. REQUIREMENTS INCLUDE BUT ARE NOT LIMITED TO

INCREASED MASONRY REINFORCING, CONNECTIONS, AND BLAST RESISTANT OPENINGS.

D

5.5

6.5

5.7

7.2

FE

6.4

6.6

PATH OF EGRESS - 35' < 75'

P A

T H

O F

E G

R E

S S

<7

5'

P A

T H

O F

E G

R E

S S

5'

90 MINUTE DOOR

2 HOUR AREA REQUIRED BETWEEN EXISTING BUILDING AND

GENERATOR BUILDING - ALL MASONRY IS RATED BASED ON THICKNESS

FIRE RATING

4' - 0" MIN

FIRE RATING

4' - 0" MIN

D

IA

G O

N A

L

- 5

4'

EX

EX

UL X772 FIREPROOFING

ON STEEL COLUMNS FROM 8'

TO STRUCTURE ABOVE

1 9/16" SHOWN ON W8X31 COLUMNS

4" CMU EQUIVALENT TO

2HR FIRE PROTECTION

TO 8'

CONCRETE ROOF DECK

SEE STRUCTURAL

NORMAL WEIGHT CONCRETE

2 3/4" MIN WITH 6X6 W2.0X2.0 WWF

PER UL G705

STEEL BEAM SEE STRUCTURAL -

W8X28 MIN. SIZE PER UL G705

SPRAY ON FIREPROOFING

AT A MINIMUM THICKNESS

OF 11/16" SHOWN PER

UL G705 2 HOUR

ROOF ASSEMBLY ABOVE

NOT SHOWN

B.3 B.7 C

7.5

8.5

PATH OF EGRESS - 120' < 250'

PATH OF EGRESS - 120' < 250'

EX

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /A n n A rb o r V

A

E m r P w r

C e n tr a l C h ill e r

P la n t/ F

F E

A n n

A rb o r

E m e rg e n c y P o w e r_

B rv t

/1

/2

:2

:3

P

M

GI002

LIFE SAFETY PLAN

8/19/2022 PH TD

EMERGENCY POWER CENTRAL

CHILLER PLANT

506-21-110

2215 FULLER RD, ANN ARBOR, MI

BID DOCUMENTS

VA ANN ARBOR

HEALTHCARE

SYSTEM Approved: Veteran's Affairs Medical Center

N

1/4" = 1'-0"

LIFE SAFETY PLAN - GENERATOR ROOM

NFPA 10 (2018) – Installation of Portable Fire Extinguishers

5.4.1.3 Extra Hazard

Table 6.2.1.1 Class A - Extra (High) Hazard Occupancy

Min rated extinguisher - 4-A Max floor area for extinguisher per unit of A - 1,000 square feet Max floor area for extinguisher - 11,250 ft Max travel distance - 75 ft

80:B:C required per Mechanical Code Table 6.3.1.1 80-B 50' max. travel distance

All extinguishers shown are 4-A:80B:C minimum

3" = 1'-0"

FIRE RATING DETAILS

N

1/4" = 1'-0"

LIFE SAFETY PLAN - MEZZANINE

NFPA 101 (2021)

6.2 Hazard of Contents.

6.2.1 General.

6.2.1.1 For the purpose of this Code, the hazard of contents shall be the relative danger of the start and spread of fire, the danger of smoke or gases generated, and the danger of explosion or other occurrence potentially endangering the lives and safety of the occupants of the building or structure.

6.2.1.2 Hazard of contents shall be classified by the registered design professional (RDP) or owner and submitted to the authority having jurisdiction for review and approval on the basis of the character of the contents and the processes or operations conducted in the building or structure.

6.2.1.3 For the purpose of this Code, where different degrees of hazard of contents exist in different parts of a building or structure, the most hazardous shall govern the classification, unless hazardous areas are separated or protected as specified in Section 8.7 and the applicable sections of Chapters 11 through 43.

6.2.2 Classification of Hazard of Contents.

6.2.2.4 High hazard contents shall be classified as those that are likely to burn with extreme rapidity or from which explosions are likely. (For means of egress requirements, see Section 7.11.)

7.2.1.5 Locks and Latches.

7.2.1.5.1 Door leaves shall be arranged to be opened readily from the egress side whenever the building is occupied.

7.2.1.5.2 Locks, if provided, shall not require the use of a key, a tool, or special knowledge or effort for operation from the egress side.

All exterior doors will have panic hardware.

7.2.1.5.3 Latch-Release Devices.

All locks, latches, and all other fastening devices on a door leaf shall be provided with a releasing device that has an obvious method of operation and that is readily operated under all lighting conditions.

7.2.1.5.3.1 The releasing mechanism for locks and latches shall be located as follows:

(1) Not less than 34 in. (865 mm) above the finished floor for other than existing installations

(2) Not more than 48 in. (1220 mm) above the finished floor

7.2.1.5.3.3 The releasing mechanism for new installations shall be capable of being operated with one hand and shall not require tight grasping, tight pinching, or twisting of the wrist to operate.

7.2.1.5.3.6 Existing security devices permitted by 7.2.1.5.3.4, other than automatic latching devices, shall be located not more than 60 in. (1525 mm) above the finished floor.

7.7 Discharge from Exits.

7.7.1 Exits shall terminate directly, at a public way or at an exterior exit discharge, unless otherwise provided in 7.7.1.3 through 7.7.1.5.

7.7.3 Arrangement and Marking of Exit Discharge.

7.7.3.1 Where more than one exit discharge is required, exit discharges shall be arranged to meet the remoteness criteria of 7.5.1.3.

7.8.1.3 The floors and other walking surfaces within an exit and within the portions of the exit access and exit discharge designated in 7.8.1.1 shall be illuminated as follows:

(1) During conditions of stair use, the minimum illumination for new stairs shall be at least 10 foot-candles (108 lux), measured at the walking surfaces.

(2) The minimum illumination for floors and other walking surfaces, other than new stairs during conditions of stair use, shall be to values of at least 1 foot-candle (10.8 lux), measured at the floor.

(3) In assembly occupancies, the illumination of the walking surfaces of exit access shall be at least 0.2 foot-candle (2.2 lux) during periods of performances or projections involving directed light.

(4)* The minimum illumination requirements shall not apply where operations or processes require low lighting levels.

7.8.1.4* Required illumination shall be arranged so that the failure of any single lighting unit does not result in an illumination level of less than 0.2 foot-candle (2.2 lux) in any designated area.

7.11 Special Provisions for Occupancies with High-Hazard Contents. See Section 6.2.

7.11.1* Where the contents are classified as high-hazard, exits shall be provided and arranged to allow all occupants to escape from the building or structure, or from the hazardous area thereof, to the outside or to a place of safety with a travel distance of not more than 75 ft (23 m), measured as required in 7.6.1, unless otherwise provided in 7.11.2.

See plan. All travel distances are less than 75 ft.

Existing building travel distances are 250 ft. max. per as built construction documents

7.11.2 The requirement of 7.11.1 shall not apply to storage occupancies as otherwise provided in Chapter 42.

7.11.3 Egress capacity for high-hazard contents areas shall be based on 0.7 in./person (18 mm/person) for stairs or 0.4 in./person (10 mm/person) for level components and ramps in accordance with 7.3.3.1.

7.11.4 Not less than two means of egress shall be provided from each building or hazardous area thereof, unless all of the following criteria are met:

(1) Rooms or spaces do not exceed 200 ft2 (18.6 m2).

(2) Rooms or spaces have an occupant load not exceeding three persons.

(3) Rooms or spaces have a travel distance to the room door not exceeding 25 ft (7620 mm).

All spaces have two means of egress

7.11.5 Means of egress, for rooms or spaces other than those that meet the criteria of 7.11.4(1) through 7.11.4(3), shall be arranged so that there are no dead ends in corridors.

7.11.6 Doors serving high-hazard content areas shall swing in the direction of egress travel.

See plan - doors swing out - in direction of travel.

7.11.7 Doors serving high-hazard contents areas with occupant loads in excess of five shall be permitted to be provided with a latch or lock only if the latch or lock is panic hardware or fire exit hardware complying with 7.2.1.7.

All exit doors have panic hardware.

Chapter 40 Industrial Occupancies (edit to 2021)

40.1 General Requirements.

40.1.1 Application.

40.1.1.1 The requirements of this chapter shall apply to both new and existing industrial occupancies.

40.1.1.2 Administration. The provisions of Chapter 1, Administration, shall apply.

40.1.1.3 General. The provisions of Chapter 4, General, shall apply.

40.1.1.5 Incidental high hazard operations protected in accordance with Section 8.7 and 40.3.2 in occupancies containing low or ordinary hazard contents shall not be the basis for high hazard industrial occupancy classification.

40.1.2.1.3 High-Hazard Industrial Occupancy. High-hazard industrial occupancies shall include all of the following:

(2) New industrial occupancies that conduct industrial operations that use, process, store, or handle high-hazard contents or hazardous materials in excess of the maximum allowable quantities (MAQ) as permitted by the fire code.

(3) Industrial occupancies in which incidental high-hazard operations in low- or ordinary-hazard occupancies that are protected in accordance with Section 8.7 and 40.3.2 are not required to be the basis for overall occupancy classification.

40.1.4 Definitions.

40.1.4.1 General. For definitions, see Chapter 3, Definitions.

40.1.4.2 Special Definitions. Special terms applicable to this chapter are defined in Chapter 3.

40.1.5 Classification of Hazard of Contents. Classification of hazard of contents shall be in accordance with Section 6.2.

40.1.6 Minimum Construction Requirements. (Reserved.)

40.1.7 Occupant Load. The occupant load, in number of persons for whom means of egress and other provisions are required, shall be determined on the basis of the occupant load factors of Table 7.3.1.2 that are characteristic of the use of the space, or shall be determined as the maximum probable population of the space under consideration, whichever is greater.

7.3.1.2

Industrial Use

General and high hazard industrial:

100 sq ft per person

Generator area 1,265 SF / 100 = 13 occupants

40.2 Means of Egress Requirements.

40.2.1 General.

40.2.1.1 Each required means of egress shall be in accordance with the applicable portions of Chapter 7.

40.2.1.2 Normally unoccupied utility chases that are secured from unauthorized access and are used exclusively for routing of electrical, mechanical, or plumbing equipment shall not be required to comply with the provisions of Chapter 7.

40.2.2 Means of Egress Components.

40.2.2.1 General. Components of means of egress shall be limited to the types described in 40.2.2.2 through 40.2.2.13.

40.2.2.2 Doors.

40.2.2.2.1 Doors complying with 7.2.1 shall be permitted.

40.2.2.2.4 Locks in accordance with 7.2.1.6.3 shall be permitted.

40.2.3 Capacity of Means of Egress. Capacity of means of egress shall comply with either 40.2.3.1 or 40.2.3.2.

40.2.3.1 The capacity of means of egress shall be in accordance with Section 7.3.

40.2.3.2 In industrial occupancies, means of egress shall be sized to accommodate the occupant load as determined in accordance with 40.1.7; spaces not subject to human occupancy because of the presence of machinery or equipment shall not be included in the computation.

40.2.4 Number of Means of Egress. See also Section 7.4.

40.2.4.1 The number of means of egress shall comply with either 40.2.4.1.1 or 40.2.4.1.2.

40.2.4.3 Areas with high hazard contents shall comply with Section 7.11.

40.2.5 Arrangement of Means of Egress.

40.2.5.1 General. Means of egress, arranged in accordance with Section 7.5, shall not exceed that provided by Table 40.2.5.1.

Table 40.2.6.1 Maximum Travel Distance to Exits

High Hazard Industrial Occupancy

Protected throughout by an approved, supervised automatic sprinkler system in accordance with 9.7.1.1 (1).

75 feet

NFPA 37 (2021)

4.1 Engine Location

4.1.1 General Requirements

4.1.1.1 Engines shall be situated so that they are readily accessible for maintenance, repair, and fire fighting.

Provided

4.1.1.2 The air supply shall be designed to meet at least the minimum requirements for combustion, cooling, and ventilation and to prevent flue gas products from being drawn from stacks or flues of boilers or other combustion devices.

4.1.1.3 Combustible materials shall not be stored in rooms or enclosures housing engines, other than those combustible materials required for day-to-day operations/maintenance. Such materials shall be stored properly.

4.1.1.5 Combustion air filters mounted directly on engines or turbines shall be listed in accordance with ANSI/UL 900, Standard for Air Filter Units.

4.1.2 Engines Located in Structures.

4.1.2.1 Engine Rooms.

4.1.2.1.1 Engine rooms located within structures shall have interior walls, floors, and ceilings of at least 1-hour fire resistance rating, unless otherwise permitted by 4.1.2.1.2.

4.1.2.1.2 The ceiling of rooms located on the top floor of a structure shall be permitted to be noncombustible or protected with an automatic fire suppression system.

4.1.2.1.3* Engine rooms shall have ventilation that is adequate to prevent a hazardous accumulation of vapors, gases, or heat, both when the engine is operating and when it is shut down.

4.1.2.1.4 Engine rooms attached to structures shall comply with 4.1.2.2.1 and 4.1.2.2.3 except that the common wall shall have a fire resistance rating of at least 1 hour.

2-hr provided per Electrical Code as noted other sections.

4.1.2.1.5 Openings from an engine room to other sections of the structure shall be provided with automatic or self-closing fire doors or dampers corresponding to the rating of the walls in which they are located.

Door at roof line is above fire wall/fire rated roof.

4.6 General Installation Requirements.

Engines and their appurtenances shall be installed in accordance with the following:

(1) Applicable NFPA codes and standards

(2) Industry standards

(3) User requirements

(4) Manufacturer's installation instructions

(5) Applicable local building codes with respect to wind and seismic design requirements.

6.1 Design and Construction of Liquid Fuel Tanks.

Fuel tanks shall meet one of the following criteria:

(1) Constructed in accordance with the applicable requirements of NFPA 30

(2) Listed as “Steel-Inside Tanks for Oil Burner Fuel”

(3) Listed as “Underground Tanks for Flammable Liquids”

(4) Listed as “Aboveground Tanks for Flammable Liquids”

(5) Constructed in accordance with API STD 650, Welded Tanks for Oil Storage

(6) Constructed in accordance with API STD 620, Design and Construction of Large Welded Low-Pressure Storage Tanks

Exception: Fuel tanks mounted on the engine by the manufacturer for gravity feed to a carburetor.

6.1.1 Metallic tanks shall be liquidtight with welded or brazed joints.

6.3 Installation Criteria for Fuel Tanks Containing Liquid Fuels Other Than Class I Fuels.

6.3.2 Fuel Tank Inside Structures

6.3.2.1 Fuel tanks inside structures shall be securely mounted on noncombustible supports.

6.3.2.2* Fuel tanks not in a room by themselves shall not exceed 2500 L (660 gal) capacity. Fuel tanks larger than 2500 L (660 gal) capacity shall be enclosed in a room in accordance with 6.3.5 or 6.3.6. Not more than one 2500 L (660 gal) capacity tank, or two or more tanks with an aggregate capacity of not more than 2500 L (660 gal), shall be connected to any one engine.

Exception: Fuel tanks of any size shall be permitted within engine rooms or mechanical spaces, provided the engine or mechanical room is designed using recognized engineering practices with suitable fire detection, fire suppression, and containment means to prevent the spread of fire beyond the room of origin.

6.3.2.3 The aggregate capacity of all fuel tanks in a structure shall not exceed 5000 L (1320 gal) unless that portion exceeding 5000 L (1320 gal) is enclosed in a room in accordance with 6.3.5 or 6.3.6.

Exception: Fuel tanks of any size shall be permitted within engine rooms or mechanical spaces, provided the engine or mechanical room is designed using recognized engineering practices with suitable fire detection, fire suppression, and containment means to prevent the spread of fire beyond the room of origin.

6.3.2.4 Fuel tanks within structures shall be provided with spill containment consisting of either a wall, a curb, or a dike having a capacity at least equal to that of the largest tank enclosed.

Exception No. 1: A spill containment system of lesser capacity equipped with an overflow or drainage system that is adequate in size and location to convey any spillage of fuel to a tank (inside or outside) or to a safe area outside the structure.

Exception No. 2: Listed or approved secondary containment tanks shall be considered as meeting this requirement provided piping between fuel tank(s) and engine(s) is double-wall and protected from physical damage.

6.3.6.5 Ventilation.

6.3.6.5.1 Ventilation for tank rooms shall be sufficient to maintain the concentration of vapors within the room at or below 25 percent of the LFL of the fuel used.

6.3.6.5.2 Ventilation shall be accomplished by mechanical or natural means and shall discharge to a safe location outside the building, without recirculation of the exhaust air.

6.3.6.5.3 Provision shall be made for introduction of make-up air in such a manner as to avoid short-circuiting the ventilation. That introduction of make-up air shall be arranged to include all floor areas or pits where flammable vapors can collect.

6.5 Fuel Flow Control.

6.5.1 Liquid fuel supply systems, including drains from carburetors, shall be designed and installed to minimize, as far as practicable, the accidental discharge of fuel into the engine room or structure.

6.5.2 Alarms, float-controlled valves, or mechanical or remote-reading level gauges or protected sight glass gauges shall be installed to aid personnel in properly operating the fuel system.

6.5.3 Stationary-powered fuel pumps supplying fuel tanks shall have “stop” controls sensitive to a tank's high liquid level.

6.5.4 Fuel tanks supplied by pumps shall be provided with all of the following:

(1) An overflow line

(2) A high-level alarm

(3) A high-level automatic shutoff

6.5.4.1 The overflow line shall be continuous piping, without valves or traps, back to the source tank or to a collection system.

6.5.4.2 The capacity of the overflow line shall exceed the delivery capacity of the supply lines to the fuel tank.

6.5.5 Overflows, vents, fuel piping, and fuel tanks shall not be located at or near engine air intake, exhaust piping, mufflers, or filters.

6.5.6 Pressure relief valves and relief piping shall be provided where the potential exists to overpressurize the fuel system piping.

6.5.6.1 Relief piping shall be routed, without valves or traps, back to the source tank or to a collection system

6.6 Filling.

6.6.3 Piping for fuel tanks, other than engine-mounted tanks, shall be in accordance with the provisions of 6.6.3.1 through 6.6.3.3, except as provided for in 6.6.3.4.

6.6.3.1 Piping for fuel tanks shall meet the applicable requirements of Chapters 21 and 27 of NFPA 30.

6.6.3.2 Tanks shall be filled by a closed piping system.

6.6.3.3 The fill pipe for each tank shall be provided on an exterior wall of the room or structure enclosing the tank at a point at least 600 mm (24 in.) from any building opening at the same or lower level.

6.6.3.4 A fill pipe terminating in accordance with 6.6.3.3 shall not be required for tanks that are filled manually at the fill connection on the tank, provided that the tank and its fill connection are located within the spill containment required by 6.3.2.4, 6.3.5.3, or 6.3.6.3 and the filling operation is constantly attended.

6.7 Vent Piping

6.7.1 Vent piping shall be installed in accordance with Chapter 27 of NFPA 30.

6.7.1.1 Vent pipe shall terminate outside the building at a point at least 24 in. from any building opening at the same or lower level.

6.8 Fuel Piping, Valves, and Fittings.

6.8.1 Piping shall be in accordance with Chapter 27 of NFPA 30, except that piping shall be steel or other metal and the provisions of 6.8.2 shall apply.

6.8.2 Piping systems shall be supported and protected against physical damage and excessive stress in accordance with MSS SP-58, Pipe Hangers and Supports - Materials, Designs, Manufacture, Selection, Application and Installation.

6.8.2.1 Approve metallic or nonmetallic flexible connectors shall be permitted to protect the piping system against damage caused by settlement, vibration, expansion, contraction, or corrosion.

6.8.3 Valves shall be provided to control the flow of liquid fuel in normal operation and to shut off the flow of fuel in the event of a pipe break.

7.4 Reciprocating Engines.

7.4.1 On engines where crankcase explosion can be a hazard, explosion venting shall be provided or means shall be used to maintain a nonflammable atmosphere in the crankcase.

7.4.2 Auxiliary reservoir oil supply chambers, if used, shall be vented through either separate vents or a common venting system.

7.4.3 Engines designed to operate with a negative pressure in the crankcase and equipped with a separate lubricating oil sump shall be provided with check valves in the venting system from the sump.

7.5 Safeguards for Gauging Devices. Sight gauges or feeds for lubricating oil shall be protected against physical damage to prevent the escape of oil.

8.1 Design and Construction

8.1.1 Engine exhaust system shall be designed and constructed such that the system can withstand the anticipated exhaust gas temperatures.

8.1.2 Exhaust systems shall be designed and constructed to withstand the intended service.

8.1.2.1 Exhaust systems shall consist of metal, masonry, or factory-built chimneys where they pass through a floor, ceiling, attic, or concealed space.

8.1.4 Exhaust system shall be designed and constructed to withstand forces caused by the ignition of unburned fuel or shall have provisions to relieve those forces without damaging the exhaust system.

8.1.5 Low points in exhaust system shall have drains.

8.2 Installations.

8.2.1 Exhaust systems shall be connected to the engine to prevent the escape of sparks, flame, or flue gas within the structure.

8.2.2 Engine exhaust systems shall have one or more flexible connectors if necessary to minimize the risk of a leak in the engine exhaust system because of engine vibration or thermal expansion.

8.2.3 Exhaust System Termination

8.2.3.1 Exhaust system shall terminate outside the structure to a point where hot gases, sparks, or products of combustion will discharge to a safe location.

8.2.3.2 Exhaust system terminations shall not be directed toward combustible material or structures or into atmospheres containing flammable gases, flammable vapors, or combustible dusts.

8.3 Clearance from Exhaust Systems with Exhaust Gas Temperatures of Less Than 760°C (1400°F).

Exhaust systems with exhaust gas temperatures of 760°C (1400°F) or less shall comply with NFPA 211.

8.3.1 Unlisted exhaust pipes and ducts shall have clearances of at least 457 mm (18 in.) to adjacent combustible materials, except as specified in 8.3.2 and 8.3.3. The clearance shall be measured from the outside surface of the exhaust pipe or duct and not from any insulation that might be present.

8.3.2 Unlisted exhaust pipes and ducts passing directly through combustible roofs shall be guarded at the point of passage by ventilated metal thimbles that extend not less than 229 mm (9 in.) on each side (above and below) of roof construction and are at least 229 mm (9 in.) in diameter larger than the exhaust pipe or duct.

11.3 Fire Detection and Alarm Systems

11.3.1 Automatic fire detection and alarm systems, where provided, shall comply with NFPA 72.

11.3.2 The electrical installation and required rating of system components shall comply with NFPA 70.

11.3.3 Automatic fuel stop valves, where required by other sections of this standard, shall be arranged to close upon activation of the fire detection system within the fire alarm zone that covers the engine installation, including auxiliary equipment.

11.3.3.1 Where written procedures are in place to direct operator actions upon activation of the detection system, automatic fuel stop valves for engines that are used for emergency use or for engines that are constantly attended shall be permitted to remain open.

11.3.4 Mechanical ventilation systems, where provided, shall be arranged to shut down upon activation of the fire detection system within the engine enclosure.

11.3.4.1 Where procedures are in place to direct operator actions, mechanical ventilation systems for engines that are used for emergency use or for engines that are constantly attended shall be permitted to remain in operation.

11.4.2 General

11.4.2.1 Automatic fuel stop valves, where required by other sections of this standard, shall be arranged to close upon activation of the fire suppression system that covers the engine installation, including auxiliary equipment.

11.4.2.1.1 Where procedures are in place to direct operator actions upon activation of the fire suppression system that covers the engine installation, automatic fuel stop valves for engines that are for emergency use or for engines that are constantly attended shall be permitted to remain open.

11.4.2.2 Mechanical ventilation systems, where provided, shall be arranged to shut down upon activation of the fire suppression system within the engine enclosure.

11.4.2.3 Where procedures are in place to direct operator actions upon activation of the fire suppression system within the engine installation, mechanical ventilation systems for engines that are for emergency use or engines that are constantly attended shall be permitted to remain in operation.

11.4.2.4 The positioning of the fire suppression systems and equipment shall be such that maintenance access to the engine is maintained.

11.4.5 Automatic Sprinkler and Water Spray Systems.

11.4.5.1 Automatic sprinkler systems shall be designed to provide a density of 12.2 mm/min (0.3 gpm/ft2) over the most remote 230 m2 (2500 ft2).

11.4.5.1.1 Sprinklers and spray nozzles shall be spaced at a 9 m2 (100 ft2) maximum area of coverage per sprinkler or spray nozzle.

11.4.5.1.2 Sprinkler and water spray system coverage shall be provided to all areas within the enclosure located within 6 m (20 ft) of the following:

1. The engine.

2. The lubricating oil system.

3. The fuel system.

11.4.5.2 Sprinklers and water spray nozzles shall not be directed at engine components that are susceptible to thermal shock or deformation.

A6.2.2 Fuel tanks shall be installed in accordance with NFPA 30.

A.11.1 The fire risk evaluation should include, but not be limited to, the following:

(1) Characteristics of the engine

(2) Layout of the engine installation, including engine auxiliary equipment

(3) Adjacent exposures, including structures, operations, and other engine installations

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /A n n A rb o r V

A

E m r P w r

C e n tr a l C h ill e r

P la n t/ F

F E

A n n

A rb o r

E m e rg e n c y P o w e r_

B rv t

/1

/2

:2

:4

P

M

GI003

LIFE SAFETY CODE REVIEW

8/19/2022 PH PH

EMERGENCY POWER CENTRAL

CHILLER PLANT

506-21-110

2215 FULLER RD, ANN ARBOR, MI

BID DOCUMENTS

VA ANN ARBOR

HEALTHCARE

SYSTEM Approved: Veteran's Affairs Medical Center

VF100

EXISTING

SURVEY

N

0 20'10'

C:\Users\dunnt\FFE Inc\Ann Arbor VA - Emrg Pwr Central Chiller Plant - Documents\04 External\02 KZF\01 Transmitted to KZF\FFE_AnnArbor-EmergencyPower_B32(2022)-FFELogo-Titleblock-2582110.jpg

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

F:

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PM

08/19/2022 MAM SCR

EMERGENCY POWER CENTRAL

CHILLER PLANT

506-21-110

2215 FULLER RD, ANN ARBOR, MI

BID DOCUMENTS

VA ANN ARBOR

HEALTHCARE

SYSTEM Approved: Veteran's Affairs Medical Center

No. Revisions: Date:

BID DOCUMENTS 08/19/2022

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text St.MH

AutoCAD SHX Text St.MH

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text These standard symbols will

AutoCAD SHX Text be found in the drawing.

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

OXYGEN LINE UNDERGROUND

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

TREE - CONIFER

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text C.O.

AutoCAD SHX Text

CLEANOUT

AutoCAD SHX Text E

AutoCAD SHX Text

ELECTRIC BOX

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

MH

AutoCAD SHX Text

ELECTRIC MANHOLE

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

FIRE HYDRANT

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GV

AutoCAD SHX Text

GAS VALVE

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

PIV

AutoCAD SHX Text

FIRE DEPT. INDICATOR POST

AutoCAD SHX Text

DOUBLE GUTTER INLET

AutoCAD SHX Text

SMH

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text St.MH

AutoCAD SHX Text

STORM MANHOLE

AutoCAD SHX Text

TELEPHONE BOX

AutoCAD SHX Text

WV

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

ELECTRIC LINE UNDERGROUND

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

TREE - DECIDUOUS

AutoCAD SHX Text

TELEPHONE LINE UNDERGROUND

AutoCAD SHX Text

SANITARY LINE

AutoCAD SHX Text

STORM LINE

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

SIGN

Fuller Court

C-100

CONTRACTOR

LAYDOWN

N

0 20'10'

DRAWING NOTES

LEGEND

GENERAL NOTES

A. CONTRACTOR DAMAGE TO LANDSCAPING SHALL BE

RESTORED TO THE SATISFACTION OF THE COR AT

NO COST TO THE OWNER.

B. CONTRACTOR LAYDOWN AREA PROVIDED FOR

WORK TO BE PERFORMED. UPON AWARD,

CONTRACTOR TO SUBMIT LAYDOWN, STOCKPILE,

CONTRACTOR PARKING, AND EQUIPMENT STORAGE

DETAILS FOR COORDINATION WITH THE COR

C01 LANDSCAPING TO BE PROTECTED, REFER TO NOTE A.

C02 CONTRACTOR LAYDOWN AREA ENTRANCE

CONTRACTOR FENCE PER SPECIFICATION 01 00 00

HAUL ROUTE

C02

C02

C02

CO

NT

RA

CT

OR

LA

YD

OW

N

AR

EA

C:\Users\dunnt\FFE Inc\Ann Arbor VA - Emrg Pwr Central Chiller Plant - Documents\04 External\02 KZF\01 Transmitted to KZF\FFE_AnnArbor-EmergencyPower_B32(2022)-FFELogo-Titleblock-2582110.jpg

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

F:

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0- C

-1

.d w g 3/

/2

4:

:4

PM

08/19/2022 MAM SCR

EMERGENCY POWER CENTRAL

CHILLER PLANT

506-21-110

2215 FULLER RD, ANN ARBOR, MI

BID DOCUMENTS

VA ANN ARBOR

HEALTHCARE

SYSTEM Approved: Veteran's Affairs Medical Center

No. Revisions: Date:

BID DOCUMENTS 08/19/2022

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

GV

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text

SMH

AutoCAD SHX Text St.MH

St.MH

CD100

DEMOLITION

PLAN

N

0 20'10'

DRAWING NOTES

LEGEND

GENERAL NOTES

A. PROTECT UTILITIES TO REMAIN

B. ALL EXISTING UTILITIES ARE TO REMAIN IN SERVICE

FOR THE DURATION OF CONSTRUCTION.

C. ALL DEMOLITION TO BE COMPLETED IN ACCORDANCE

WITH LOCAL REGULATIONS WITHIN THE LIMITS OF

PROPOSED CONSTRUCTION UNLESS OTHERWISE

NOTED.

D. CONTRACTOR TO VERIFY LOCATION OF

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

E. CONTRACTOR TO REMOVE ALL EXTRA WORK SPOILS

FROM SITE. DISPOSAL OF SPOILS AT APPROPRIATE

LOCATION SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

F. ROOF DRAIN CONNECTIONS TO BE…