city of richmond richmond police/ city hall ......5110 type m5 (ada) in sidewalk ramps e.j.i.w. no....

35
PROJECT LOCATION: CLIENT INFORMATION: Tt PROJECT No.: CLIENT PROJECT No.: PROJECT DESCRIPTION / NOTES: www.tetratech.com ISSUED: VICINITY MAP: 8/25/2014 1:01:48 PM C:\Users\scott.ulrey\Documents\REVIT Projects\Richmond_R1_scott.ulrey.rvt 36725 DIVISION RD. RICHMOND, MI, 48062 CITY OF RICHMOND 68225 Main Street 200-12751-14006 123 BRIGHTON LAKE RD., SUITE 302 BRIGHTON, MI 48116 PHONE: 810.225.8402 FAX: 810.220.0094 08/25/14 ISSSUED FOR BIDS CITY OF RICHMOND RICHMOND POLICE/ CITY HALL RENOVATIONS Sheet Index Sheet Number Sheet Name GENERAL G001 COVER SHEET CIVIL C101 SITE PLAN ARCHITECTURAL AD101 DEMOLITION FLOOR PLAN A001 ABBREVIATIONS, LEGEND, GENERAL NOTES A002 CODE PLAN AND ANALYSIS A003 PHASING PLAN A101 OVERALL FLOOR PLAN A102 PHASE 1 ENLARGED PLAN A103 PHASE 2 ENLARGED PLAN A130 REFLECTED CEILING PLAN A401 ENLARGED PLANS AND INTERIOR ELEVATIONS A402 ENLARGED PLANS AND INTERIOR ELEVATIONS A601 DOOR SCHEDULES AND DETAILS A602 FINISH SCHEDULE AND PARTITION TYPES A610 ARCHITECTURAL DETAILS ELECTRICAL E001 ELECTRICAL POWER NOTES AND LEGENDS E002 ELECTRICAL POWER DEMOLITION PLAN E003 ELECTRICAL LIGHTING DEMOLITION PLAN E004 ELECTRICAL COMMUNICATION DEMOLITION PLAN E101 ELECTRICAL POWER PLAN E102 ELECTRICAL LIGHTING PLAN E103 ELECTRICAL COMMUNICATION PLAN E501 ELECTRICAL DETAILS E601 ELECTRICAL PANEL AND LIGHTING FIXTURE SCHEDULE MECHANICAL M001 MECHANICAL NOTES AND LEGENDS M002 MECHANICAL HVAC DEMOLITION PLAN M101 MECHANICAL HVAC FLOOR PLAN M501 MECHANICAL DETAILS AND BOILER HOT WATER DIAGRAMS M601 MECHANICAL SCHEDULES PLUMBING P001 PLUMBING NOTES AND LEGENDS P002 DOMESTIC WATER AND VENTING DEMOLITION PLAN P003 SANITARY SEWER DEMOLITION PLAN P101 DOMESTIC WATER AND VENTING PLAN P102 SANITARY SEWER FLOORPLAN P601 PLUMBING SCHEDULE AND DETAILS PROJECT LOCATION PROJECT LOCATION

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Page 1: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

PROJECT LOCATION: CLIENT INFORMATION:

Tt PROJECT No.: CLIENT PROJECT No.:

PROJECT DESCRIPTION / NOTES:

www.tetratech.com

ISSUED:

VICINITY MAP:

8/25

/201

4 1:

01:4

8 PM

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36725 DIVISION RD.RICHMOND, MI, 48062

CITY OF RICHMOND68225 Main Street

200-12751-14006

123 BRIGHTON LAKE RD., SUITE 302

BRIGHTON, MI 48116

PHONE: 810.225.8402 FAX: 810.220.0094

08/25/14 ISSSUED FOR BIDS

CITY OF RICHMONDRICHMOND POLICE/ CITY HALL RENOVATIONS

Sheet IndexSheet Number Sheet Name

GENERALG001 COVER SHEETCIVILC101 SITE PLANARCHITECTURALAD101 DEMOLITION FLOOR PLANA001 ABBREVIATIONS, LEGEND, GENERAL NOTESA002 CODE PLAN AND ANALYSISA003 PHASING PLANA101 OVERALL FLOOR PLANA102 PHASE 1 ENLARGED PLANA103 PHASE 2 ENLARGED PLANA130 REFLECTED CEILING PLANA401 ENLARGED PLANS AND INTERIOR ELEVATIONSA402 ENLARGED PLANS AND INTERIOR ELEVATIONSA601 DOOR SCHEDULES AND DETAILSA602 FINISH SCHEDULE AND PARTITION TYPESA610 ARCHITECTURAL DETAILSELECTRICALE001 ELECTRICAL POWER NOTES AND LEGENDSE002 ELECTRICAL POWER DEMOLITION PLANE003 ELECTRICAL LIGHTING DEMOLITION PLANE004 ELECTRICAL COMMUNICATION DEMOLITION PLANE101 ELECTRICAL POWER PLANE102 ELECTRICAL LIGHTING PLANE103 ELECTRICAL COMMUNICATION PLANE501 ELECTRICAL DETAILSE601 ELECTRICAL PANEL AND LIGHTING FIXTURE SCHEDULEMECHANICALM001 MECHANICAL NOTES AND LEGENDSM002 MECHANICAL HVAC DEMOLITION PLANM101 MECHANICAL HVAC FLOOR PLANM501 MECHANICAL DETAILS AND BOILER HOT WATER DIAGRAMSM601 MECHANICAL SCHEDULESPLUMBINGP001 PLUMBING NOTES AND LEGENDSP002 DOMESTIC WATER AND VENTING DEMOLITION PLANP003 SANITARY SEWER DEMOLITION PLANP101 DOMESTIC WATER AND VENTING PLANP102 SANITARY SEWER FLOORPLANP601 PLUMBING SCHEDULE AND DETAILS

PROJECTLOCATION

PROJECTLOCATION

Page 2: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

WV FH

8" OAK

MULTIPLE 5" MAPLE

TWIN 12" BOXELDER

TRIPLE 10" ELM

4" LOCUST

5" PINE

5" PINE

4" LOCUST

5" PINE DEAD

4" LOCUST

5" PINE DEAD

5" PINE DEAD

TP-1

TP-2

721.15

721.39

720.37

719.97

720.47

720.82

720.52

721.30

720.20

720.40

721.22

721.33

720.58720.31

719.51

719.01

720.00

719.74

719.34

718.70

718.53

718.40

718.67

718.73

719.09 719.27

718.91

718.69718.71

718.78

719.72

720.34

720.78

720.58

720.43

720.60

720.43

719.90

720.27

718.86

718.79

718.70

718.81

720.84

719.58

719.81

719.89

719.93719.42

719.48

720.01

719.75

719.20

719.44

718.89

719.37718.80

719.38

720.35

719.22

720.35

718.97

719.01

718.67

718.76

720.41

720.46

719.32

719.20

721.95

721.91

721.86

722.02

721.51

718.76

720.20

718.94

719.43

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ASPH

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719

719

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721

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719.25

718.97

719.82

719.41

719.24

718.75

720

720.86

100' WIDE

DRAIN EASEMENT, L.2, P. 146

RIM CB 719.3712" IE RCP NE 714.6712" RCP IE S 714.67

RIM CB 718.9812" IE RCP NE, SW 714.58

RIM CB 718.3612" IE RCP SW 714.2118" IE RCP E 714.1615" IE RCP N 714.21

RIM ST MH 719.1918" IE RCP E,W 713.64

ST OUTLET RCP FLES18" IE 713.42

GRASS

R

R

RIM CB 718.5018" IE NW.SE 714.06CONSTRUCT CB OVEREXISTING STORM LINE

RIM CB 719.7512" IE N 714.72

R25

.00'

REMOVE 65 LFCURB AND GUTTER

REMOVE 35 L.F.CURB AND GUTTER

INSTALL 35 L.F.VALLEYGUTTER(SEE DETAIL 3)

BM #1ELEV. 722.54ATOP NORTHEAST CORNER OFSQUARE METAL LIGHT BASE(MARKED SQUARE WITH "X")

R15.00'

R50.00'

18" BUTT JOINT

18" BUTT JOINT

SPILLOUT CURB

REMOVE

VERTICAL SAW CUT

TEST PIT

SPOT ELEV.

LIGHT

SIGN

PINE TREE

DECIDUOUS TREE

R

VC

VC

VC

VC

VC 719.28

SF

SF

SF

SF

SF

SF

SF

SF

TP-1

APPROX. LIMITSOF GRADING

APPROX. LIMITSOF GRADING

SILT FENCE

719.50

CONTRACTOR TOENSURE POSITIVEDRAINAGE IN THIS AREA.

CONTRACTOR TOENSURE POSITIVE

DRAINAGE IN THIS AREA.

INSTALL 151 L.F.CURB AND GUTTER(SEE DETAIL 1)

INSTALL 226 L.F.CURB AND GUTTER

(SEE DETAIL 2 )

ADJUST DRAINAGESTRUCTURE

ADJUST DRAINAGESTRUCTURE

B/C

12"BACK OF SQUARE CURB

BACK OF ROLL CURB

E.J.I.W. NO. 5105 TYPE M1 IN DRIVEWAYS OR5110 TYPE M5 (ADA) IN SIDEWALK RAMPS

E.J.I.W. NO. 7065 " NO. 7045 " NO. 1040 TYPE M1

OR APPROVED EQUAL SET IN MORTAR.OUTSIDE STREET R.O.W. USE E.J.I.W. 6508OR EQUAL

3 TO 7 BRICK COURSESFOR ADJUSTING CASTING

6" CONCRETE BLOCK W/ 1/2" MORTARCOAT UNLESS OTHERWISE CALLEDFOR BY THE ENGINEER

#4 BARS @ 12" ON CENTERSIN EACH DIRECTION

TEMPORARY FILTER FABRIC COVER,AS REQUIRED, TO BE REMOVEDBEFORE PAVING STORM SEWER ONLY

FRONT OF CASTING TO LINE UP WITHEDGE OF METAL/FRONT OF CURB (TYP.)

FRONT OF CASTING TO LINE UP WITHEDGE OF METAL/FRONT OF CURB (TYP.)

STANDARD CATCH BASINSCALE: NONE

4" MIN.,TO 60" DIA.

1:1 INFLUENCE LINE OF

DRIVES OR SIDEWALKS,TRENCH BACKFILL SHALL

GRANULAR MATERIALGRADATION CLASS II

COMPACTED TO 98% OF

WHERE UNDER OR WITHIN

EXISTING OR FUTURE PAVING,

BE SAND, MEETING MDOT

MAXIMUM DENSITY.EARTH

UNDISTURBEDEARTH

DIA.

UNDISTURBED12" MIN.

STANDARD PIPE BEDDING

MEETING MDOT 6A (95% CRUSHED)

PIPE BEDDING AND COVER

OR 21AA REQUIREMENTS.

TO BE COARSE AGGREGATE

COMPACTED TO 90% OF

FUTURE PAVING, DRIVES

OUTSIDE OF 1:1 INFLUENCE

MAXIMUM DENSITY.

SELECT EXCAVATED MATERIAL,BACKFILL MAY BE APPROVED

LINE OF EXISTING OR

6" MIN. OVER 60" DIA.

1 on 1

PIPE DIA. +12"(MIN.)

PIPE DIA. +24"(MAX.)

PAVEMENT

ROADBEDINFLUENCEAREA

OR SIDEWALKS TRENCH

OR IIIA MODIFIED

FOR RIGID PIPE STONEBEDDING TO SPRING LINE

FOR TRUSS PIPE OR FLEXIBLE PIPE

NOTE: USE MDOT 6A BEDDING FOR FLEXIBLE PIPE

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SCALE:

5' 10' 20'

1" = 10'

N

5 1/2"1 3/4"

14"

24"

9"4

5/8"

(0.3

9')

6"

#4 BAR

5 1/2"1 3/4"

14"

24"

9"6

7/8"

(0.5

7')

6"

#4 BAR

6"x24" CONCRETECURB AND GUTTER DETAIL 1

C-101 SCALE: NONE

25.00'

ROAD CROSS SECTIONDETAIL4

C-101 SCALE: NONE

2.00' 21.00'

COLD MILLING HMA, BUTT JOINT, 18-INCH x 1.5-INCHSTORM SYSTEM

LFT 100

ITEM UNIT QTY.

BITUMINOUS MIXTURE, WEARING, NO. 13A, 1.5-INCH TON 34BITUMINOUS MIXTURE, LEVELING, NO. 3C, 2.5-INCH TON 57BITUMINOUS MIXTURE, NO. 3C, HAND PATCH TON XCONCRETE CURB AND GUTTER, DET. F4 LFT 409

SOIL EROSION AND SEDIMENT CONTROL MEASURES LS X

1-1/2" 13A2-1/2" 3C

AGGREGATE BASE, 8 INCH 21AA, LIMESTONE SYD 514GEOTEXTILE SEPARATOR SYD 514STORMSEWER, RCP, 12 INCH LFT 5DR STRUCTURE, 48 INCH EA 2

6"x24" CONCRETECURB AND GUTTER DETAIL2

C-101 SCALE: NONE

NOTE:

DEPTH OF TOPSOIL OVER SITE 9" +/-.

1/4" R.1/4" R.

8 3/

4"

24"

6"1

1/4"

(.10'

)

2"

12"

3/4"

12"

RAD

.B/C

#4 BAR#4 BAR

6"x24" CONCRETECURB AND GUTTER DETAIL3

C-101 SCALE: NONE

CURB AND GUTTER, REMOVE LFT 95

8" 21AA AGGREGATE

HOT ASPHALT SEAL

SPILLOUT CURB AND GUTTER STANDARD CURB AND GUTTER

HOT ASPHALT SEAL

DR STRUCTURE COVER, ADJUST, CASE 1 EA 2

Page 3: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

UP

1 1

22

33

3.5

4.0

3.4

3.8

A

A

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D

D

E

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8

20

2

9

9

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1 18

17

18

TYP 1

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18

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2

1

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3

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13

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2

1

1

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10

1

2

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7

9

12

18

18

19

16

16

16

14

TYP

14TYP

6

15TYP

11' -

0 3

/4"

39' - 5" 3' - 4" 6' - 6" 5' - 0"

4' - 7 1/2"

3' - 8"

3' - 4" 6' - 6"

3' - 4"1' - 4"3' - 4" 16' - 3"

10' -

6 1

/2"

514 15

3' - 4" 2 1/2"

1111

11

76 76 76

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DEMOLITION KEYNOTE LEGEND X

1. REMOVE EXG INTERIOR FULL-HEIGHT PARTITION, PORTION ASINDICATED OR AS REQUIRED TO PERFORM NEW WORK. PATCHEXPOSED SURFACES TO MATCH EXG ADJACENT FINISHES.COORDINATE WITH ALL OTHER TRADES FOR OTHER RELATEDREMOVALS.

2. REMOVE EXG DOOR AND FRAME COMPLETELY, INCLUDING ALLASSOCIATED COMPONENTS.

3. CAREFULLY REMOVE EXG WINDOW UNIT AND SAVE FORREINSTALLTION AT END OF PHASE 1.

4. REMOVE EXISTING WALL AND PREP AREA TO RECEIVE NEW DOOR.PATCH ADJACENT SURFACES DAMAGED DURING CONSTRUCTIONTO MATCH ADJACENT FINISHES.

5. REMOVE EXG WALL TILE AND ALL ASSOCIATED COMPONENTS,INCLUDING MASTIC AND GROUT. PATCH AREAS OF WALLS TOREMAIN IF/WHERE DAMAGED FROM CONSTRUCTION.

6. REMOVE EXG SUSPENDED CEILING SYSTEM IN ITS ENTIRETY,INCLUDING HANGERS, GRID, TILES, FRAMING, MASTIC AND ALLASSOCIATED COMPONENTS.

7. REMOVE EXG VCT OR TILE AND ALL ASSOCIATED COMPONENTS,INCLUDING BUT NOT LIMITED TO MASTIC, GROUT, AND WALL BASE.PATCH AND LEVEL AREA OF NEW FLOORING AS REQUIRED TOMATCH EXG ADJACENT FLOOR AREAS. PREPARE AS SPECIFIED BYARCHITECT AND MANUFACTURER OF FLOORING MATERIAL TO BEINSTALLED. PATCH AREAS OF WALLS TO REMAIN THAT WEREDAMAGED BY REMOVAL OF WALL BASE. COORDINATE WITH FINISHDRAWINGS.

8. REMOVE EXISTING COUNTERTOP AND REFINISH EXISTINGBUTCHERBLOCK TO REMOVE DISCOLORATION.

9. REMOVE EXG CASEWORK, COUNTERTOP. COORDINATE WITH ALLOTHER TRADES FOR OTHER RELATED REMOVALS. TURN OVER ALLLOOSE ITEMS AND EQUIPMENT TO OWNER AND COORDINATE ANYREQUIRED REINSTALLATION WITH OWNER.

10. SELECTIVELY DEMOLISH EXISTING DRYWALL SEAMS THAT HAVEFAILED. PATCH AND REPAIR TO MATCH ADJACENT SURFACES.

11. SAW CUT/ REMOVE PORTIONS OF CONCRETE SLAB AS REQUIREDFOR NEW WORK, PRIOR TO START OF ANY DEMOLITIONCOORDINATE WITH STRUCTURAL, MECHANICAL, ELECTRICAL, ANDPLUMBING FOR LOCATIONS. COORD. EXACT EXTENT OF FLOORDEMO W/ EXG/PROPOSED PLUMBING LAYOUT.

12. REMOVE EXISTING WINDOW UNIT AND FRAME COMPLETELY.REMOVE PORTION OF CMU WALL IN ORDER TO ENLARGE THEEXISTING OPENING FOR NEW DOOR.

13. SAW CUT AND PREPARE OPENING TO RECEIVE RELOCATEDTRANSACTION WINDOW AT END OF PHASE 1. TOOTH IN BLOCKINGTO MATCH ADJACENT FINISHES AND PROVIDE FINISHED ENDS.

14. REMOVE EXG GWB SUSPENDED CEILING IN ITS ENTIRETY INCLUDINGHANGERS, FRAMING, MASTIC AND ALL ASSOCIATED COMPONENTS.

15. REMOVE EXG LOCKERS AND ALL ASSOCIATED COMPONENTS.REMOVE ASSOCIATED EXG MASONRY OR METAL CURB. PATCH ANDLEVEL AREA TO RECEIVE NEW FLOORING AS REQUIRED TO MATCHEXG ADJACENT FLOOR AREAS.

16. REMOVE EXG TOILET ACCESSORIES, MIRRORS, HOOKS ANDSHELVING. PATCH SURFACES EXPOSED TO MATCH EXG ADJACENTFINISHES.

17. REMOVE EXG TOILET PARTITIONS COMPLETELY, INCLUDING DOORS,HARDWARE, TRIM, MOUNTING COMPONENTS AND ATTACHEDACCESSORIES. PATCH SURFACES EXPOSED TO MATCH EXGADJACENT FINISHES.

18. REMOVE EXG PLUMBING FIXTURE AND PIPING AS NECESSARY TOPREPARE FOR NEW WORK. CAP AND ABANDON LINES BELOW SLABOR IN WALL (TYP U.N.O.). PATCH SURFACES EXPOSED TO MATCHEXG ADJACENT FINISHES. COORDINATE WITH PLUMBING DRAWINGSFOR ADDITIONAL INFORMATION.

19. VENDING MACHINES TO BE RELOCATED BY VENDING CONTRACTOR.20. CAREFULLY REMOVE PORTIONS OF THE EXISTING STOREFRONT

WINDOW SYSTEM TO ACCEPT A NEW STOREFRONT DOOR. REFERTO DETAIL 2/A601 FOR ADDITIONAL INFORMATION. TOOTH IN NEWMASONRY TO MATCH ADJACENT FINISHES AND PROVIDE FINISHEDENDS.

21. SALVAGE CARPET TILES, STORE FOR RE-USE BEFORE DEMOLITIONOF SLAB BEGINS.

22. CAREFULLY REMOVE EXISTING BULK STORAGE SHELVING IN AREASOF NEW DOOR LOCATION AND TURN OVER TO OWNER.

23. REMOVE EXISTING WALL CABINET DOORS AND HARDWARE ANDPREPARE CABINET FOR INSTALLATION OF NEW DOORS ANDHARDWARE TO MATCH EXISTING.

A. ALL AREAS DESIGNATED BY DASHED LINES ARE TO BE REMOVED.B. ALL AREAS AND PARTITIONS NOT DASHED OR NOTED TO BE REMOVED

SHALL REMAIN INTACT. PATCH AND REPAIR EXISTING ADJACENTPARTITIONS AS REQUIRED AFTER DEMOLITION TO MATCH EXISTING ORIN ACCORDANCE WITH PROPOSED RENOVATIONS.

C. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING, OR OTHERSUPPORT TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OFELEMENTS TO BE DEMOLISHED AND ADJACENT EXISTING ELEMENTS TOREMAIN.

D. LOCATE AND IDENTIFY EXISTING UTILITIES, INCLUDING SANITARY SEWERSYSTEM, AND ASCERTAIN THEIR CONDITION TO ENSURE ADEQUATEPERFORMANCE OF ALL UTILITIES IN NEW CONSTRUCTION. PROTECTUTILITY LINES AND HARDWARE DURING DEMOLITION ANDCONSTRUCTION PHASES.

E. CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY WHENCONCERNED ABOUT ENCOUNTERING HAZARDOUS MATERIALS.

F. CONTRACTOR IS RESPONSIBLE TO REMOVE FROM BUILDING SITEDEBRIS, TRASH, AND OTHER DISCARDED MATERIALS AND/OREQUIPMENT RESULTING FROM DEMOLITION OPERATIONS. TRANSPORTAND LEGALLY DISPOSE OFF SITE

G. BURNING OF REMOVED MATERIALS IS NOT PERMITTED ON THEPROJECT SITE.

H. SEE M/P/E DRAWINGS FOR COORDINATION AND FURTHERINFORMATION ON MECHANICAL, PLUMBING AND ELECTRICALDEMOLITION. INCLUDING BUT NOT LIMITED TO EXISTING PLUMBINGFIXTURES, DRAINAGE AND VENT PIPING, AND SURFACE MOUNTEDCONDUIT AND WIREMOLD. REMOVE OR RELOCATE INTERIOR SURFACEMOUNTED ITEMS WHERE THEY CONFLICT WITH NEW WORK.

I. COORDINATE ALL DEMOLITION WITH OWNER AND OTHER TRADES.J. CAREFULLY REMOVE ALL EXG WALL MOUNTED ITEMS INCLUDING BUT

NOT LIMITED TO: TACK BOARDS, PHOTOGRAPHS AND FRAMED ITEMS,SIGNS, TOILET ROOM DISPENSERS, ELECTRONIC/MONITORINGEQUIPMENT, SAFETY EQUIPMENT,AND ALL ASSOCIATED HANGERS ANDSUPPORTS. TURN OVER TO OWNER PRIOR TO START OFCONSTRUCTION. PATCH AND PREPARE EXG WALL SURFACE ASREQUIRED TO RECEIVE NEW FINISHES.

DEMOLITION GENERAL NOTES

DEMOLITION SYMBOLS LEGEND

EXG PARTITION ANDDOOR TO BE REMOVED

EXG PARTITION ANDDOOR TO REMAIN

AREA OF FLOORDEMOLITION. EXTENT OFDEMOLITION SHALL BEAS REQUIRED FORREMOVAL OF EXISTINGPLUMBING FIXTURES ANDPIPING, COMPLETION OFNEW PLUMBING WORK,AND CAPPING OFEXISTING SANITARYPIPING TO REMAIN INSERVICE.

AREA OF CEILING REPAIR

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Designer

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AD101

CITY

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ROOM NAME AND NUMBER

WALL TYPE IDENTIFICATION

EXTERIOR ELEVATION SYMBOL

INTERIOR ELEVATION SYMBOL

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25. VERIFY MOUNTING HEIGHTS OF ACCESSORIES, EQUIPMENT, DOORHARDWARE, CASEWORK, ETC., AND PROVIDE SOLID BLOCKING BEHIND ITEMSREQUIRING ANCHORAGE. PROVIDE FIRE-TREATED WOOD BLOCKING ORMETAL STRAPS BETWEEN FRAMING MEMBERS AS REQUIRED TO SUPPORTWEIGHT AND USE OF ITEMS TO BE SUPPORTED. WHERE MOUNTING HEIGHTSARE NOT INDICATED, MOUNT ITEMS IN ACCORDANCE WITH RECOGNIZEDINDUSTRY STANDARDS, COORDINATE LOCATIONS WITH MANUFACTURER ORSUPPLIER AND REFER MOUNTING HEIGHT QUESTIONS TO ARCHITECT FORINTERPRETATION.

26. PROVIDE SEALANT BETWEEN HOLLOW METAL FRAME PERIMETERS ANDSURROUNDING WALL CONSTRUCTION UNLESS OTHERWISE INDICATED.

27. PROVIDE SEALANT BETWEEN INTERIOR AND EXTERIOR WINDOW ANDSTOREFRONT FRAME PERIMETERS AND SURROUNDING CONSTRUCTIONUNLESS OTHERWISE INDICATED.

28. PROVIDE SEALANT BETWEEN DISSIMILAR MATERIALS SUCH AS GYPSUMBOARD AND MASONRY, MASONRY AND CONCRETE, COUNTERTOPS ANDWALLS, ETC.

29. DO NOT BEGIN WORK THAT MAY REQUIRE COORDINATION, SUCH AS CEILINGINSTALLATION, PRIOR TO FINAL SUBMITTAL OF MECHANICAL AND ELECTRICALCOORDINATION DRAWINGS TO ARCHITECT NOR PRIOR TO RESOLUTION ANDAPPROVAL OF COORDINATION ISSUES.

30. REFER TO LIFE SAFETY DRAWINGS FOR FIRE-RATED FLOOR, WALL, CEILINGAND ROOF LOCATIONS. INSTALL FIRESTOPPING AT PENETRATIONS IN RATEDCONSTRUCTION AND AT TOPS OF RATED WALLS. INFILL ANY OPENINGS INFIRE RATED WALLS TO PROVIDE/MAINTAIN REQUIRED FIRE RESISTANCERATING.

31. CONFIRM QUANTITY, TYPE AND PLACEMENT OF ALL FIRE EXTINGUISHERSWITH THE FIRE MARSHALL. COORDINATE FINAL LOCATIONS WITH THE

ARCHITECT PRIOR TO PLACEMENT. FIRE EXTINGUISHER BASIS OF DESIGN:LARSEN SURFACE MOUNTED OR APPROVED EQUAL.

32. MANUFACTURERS ARE REFERENCED TO ESTABLISH STYLE, SIZE, COLOR ANDMATERIAL CHARACTERISTICS AND ARE NOT INTENDED TO LIMIT SELECTIONSFROM OTHER MANUFACTURERS. WHEN AN ALTERNATE SELECTION ISSUBMITTED, SUBMITTALS SHALL HAVE INCLUDED THE MATERIAL LISTED FORCOMPARISION.

33. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELYLOCATE FINISHED FACES IN THE SAME PLAN AND/OR TO INSTALL NEWCONSTRUCTION ADJACENT TO EXISTING CONSTRUCTION WITHOUT ANYVISIBLE JOINTS OR SURFACE IRREGULARITIES.

34. "CLEAR" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITIONIS NOT ADJUSTABLE WITHOUT APPROVAL OF THE ARCHITECT. CLEARDIMENSIONS ARE TYPICAL

35. "MAXIMUM" OR "MAX" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THECONDITION IS SLIGHTLY ADJUSTABLE BUT MAY NOT VARY TO A DIMENSIONOR QUANTITY GREATER THAN THAT SHOWN WITHOUT APPROVAL OF THEARCHITECT.

36. "MINIMUM" OR "MIN" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THECONDITION IS SLIGHTLY ADJUSTABLE BUT MAY NOT VARY TO A DIMENSIONOR QUANTITY LESS THAN THAT SHOWN WITHOUT APPROVAL OF THEARCHITECT.

37. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITIONOR DIMENSION IS THE SAME OR REPRESENTATIVE FOR SIMILAR CONDITIONSTHROUGHOUT.

38. "+/-" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE DIMENSION OR QUALITY IS SLIGHTLY ADJUSTABLE TO ACCOMMODATE ACTUAL CONDITIONS,

FIELD VERIFICATION AND COORDINATION WITH OTHER ELEMENTS AS MIGHTBE NECESSARY.

1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGSARE NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FORTHE FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THECONTRACT DOCUMENTS. REPETITIVE FEATURES NOT NOTED ON THEDRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. NOTESON ONE DRAWING OR DETAIL APPLY TO ALL SIMILAR DRAWINGS OR DETAILS.

2. MECHANICAL, ELECTRICAL, CIVIL, STRUCTURAL INFORMATION ON THEARCHITECTURAL DRAWINGS IS PROVIDED FOR CLARITY AND / OR LOCATIONPURPOSES ONLY, SEE RELEVANT DISCIPLINE DRAWINGS FOR SPECIFICINFORMATION.

3. BUILDING HEIGHTS AND ELEVATIONS ARE BASED UPON PROJECT FINISHELEVATION OF 0'-0" AT THE FIRST FLOOR.

4. ALL WORK SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL LAWS ANDAPPLICABLE BUILDING CODES, ORDINANCES AND REGULATORY AGENCIESINCLUDING BUT NOT LIMITED TO 2009 MICHIGAN REHABILITATION OF EXISTINGBUILDING CODE.

5. ALL DOORS IN STUD WALLS NOT LOCATED BY DIMENSION ON PLANS ORDETAILS SHALL BE 4" (100mm) FROM FRAMING TO ADJACENT PERPENDICULARWALL TO EDGE OF DOOR OPENING. MAINTAIN MINIMUM ADA PUSH/PULLREQUIRED CLEARNCES TO OBSTRUCTIONS (I.E. WALLS, COLUMN WRAPS,ETC.)

6. ROOM AND DOOR NUMBERS SHOWN ON DRAWINGS ARE FOR CONSTRUCTIONPURPOSES ONLY.

7. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BEPRESERVATIVE TREATED WOOD.

8. WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'SPUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, ASWELL AS REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANYCONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BEBROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO PROCEEDING WITH THEWORK.

9. THE CONTRACTOR SHALL PROTECT EXISTING, IN-PLACE AND NEW WORK.REPAIR AND REFINISH AREAS OF EXISTING FLOORS, WALLS, AND/ORCEILINGS THAT HAVE BEEN DAMAGED OR DISTURBED DURINGCONSTRUCTION TO MATCH ADJACENT EXISTING SURFACES.

10. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND SHALL VERIFY EXISTINGCONDITIONS, SHOWN ON THESE DRAWINGS, AT THE SITE, THE CONTRACTORSHALL NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES,OMISSIONS AND OR CONFLICTS BEFORE COMMENCEMENT OF WORK.COMMENCEMENT OF WORK SHALL CONSTITUTE ACCEPTANCE OF ALL NEWOR EXISTING CONDITIONS. DO NOT SCALE DRAWINGS TO OBTAINDIMENSIONS.

11. UNLESS NOTED OTHERWISE ALL GYPSUM WALLBOARD IS TO RECEIVE ONE PRIMER COAT AND TWO COATS OF PAINT AS PER SPECIFICATION 099100.

12. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION,AND ALTERATIONOPERATIONS SHALL BE APPLIED TO THIS PROJECT.

13. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER PRODUCTMANUFACTURER'S STANDARDS.

14. ALL DISSIMILAR MATERIALS SHALL BE ISOLATED FROM EACH OTHER TOAVOID GALVANIC CORROSION.

15. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND ASREQUIRED FOR MECHANICAL EQUIPMENT AND PLUMBING WORK. ALLACCESS PANEL LOCATIONS SHALL BE REVIEWED WITH THE ARCHITECT ORARCHITECTS REPRESENTATIVE PRIOR TO PROCEEDING.

16. PIPE DUCTS AND BUSS DUCTS THAT PENETRATE FLOOR SLABS OR WALLPARTITIONS SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THEMOISTURE RESISTANCE, FIRE RATING, AIR AND/OR VAPOR BARRIER, ANDSTRUCTURAL INTEGRITY OF THE BUILDING.

17. INTERIOR PARTITION MOVEMENT CONTROL: (A). VERTICAL CONTROL JOINTSFOR ANY WALL ARE TO OCCUR AT NOT MORE THAN 30'-0" O.C. IN THE

HORIZONTAL DIRECTION, UNO. (B). THE TYPICAL MOVEMENT OF THESTRUCTURE DUE TO DEFLECTION AT THE HEAD OF THE WALL CONSTRUCTIONRUNNING TO THE UNDERSIDE OF THE STRUCTURE SHALL BE +/- 1/2".

18. ALL CONCEALED WOOD FRAMING, AND PLYWOOD SHALL BE FIRE RETARDANTTREATED (FRT) EXCEPT THAT NON-FRT BLOCKING, NAILERS AND FURRINGMAY BE USED WHERE INSTALLED IN ACCORD WITH IBC 718 (INCLUDINGDIMENSIONAL WOOD BLOCKING, FIRE BLOCKING, REQUIREMENTS, ETC.).WOOD BLOCKING INSTALLED IN ACCORD WITH IBC SECITON 603 FORHANDRAILS, MILLWORK, CABINETS, WINDOWS AND DOORS IS NOT REQUIREDTO BE FRT. AT COPINGS AND ROOFING TERMINATIONS ALL BLOCKING SHALLBE PRESSURE TREATED (PT).

19. VERTICAL COURSING FOR NEW MASONRY WALL CONSTRUCTION SHALLEQUAL EIGHT INCHES (8") FOR ONE CONCRETE MASONRY UNIT PLUS ONEMORTAR JOINT AND THREE BRICK COURSES PLUS THREE MORTAR JOINTS,UNLESS NOTED OTHERWISE.

20. PROVIDE CONTROL JOINTS (C.J.) IN MASONRY WALL CONSTRUCTION ASINDICATED. WHERE NOT SHOWN, PROVIDE MAXIMUM SPACING BETWEENJOINTS OF 40'-0" AND MAXIMUM DISTANCE BETWEEN OUTSIDE CORNERS ANDJOINTS OF 10'-0." PROVIDE JOINTS BETWEEN INTERIOR LOAD BEARING ANDNON-LOAD BEARING PARTITIONS, AT ALL ABRUPT CHANGES IN WALL HEIGHT,AT CHANGES IN PARTITION THICKNESS AND AT PILASTER LOCATIONS. VERIFYFINAL CONTROL JOINT LOCATIONS WHETHER OR NOT INDICATED ON THEDRAWINGS WITH ARCHITECT PRIOR TO STARTING WORK.

21. PROVIDE CONTROL JOINTS (C.J.) IN GYPSUM BOARD WALL CONSTRUCTION ASINDICATED. WHERE NOT SHOWN, PROVIDE MAXIMUM SPACING BETWEENJOINTS OF 30'-0." VERIFY FINAL CONTROL JOINT LOCATIONS WHETHER ORNOT INDICATED ON THE DRAWINGS WITH ARCHITECT PRIOR TO STARTINGWORK.

22. INTERIOR STUD SPACING SHALL BE MINIMUM 16" ON CENTER UNLESS NOTEDOTHERWISE.

23. PROVIDE WATER-RESISTANT GYPSUM BOARD ON WALLS WITH OPERABLEPLUMBING FIXTURES AND WITHIN 4'-0" OF DRINKING FOUNTAINS OR WATERCOOLERS.

24. PROVIDE FINISHED END PANELS, FILLERS, SUPPORTS, ETC. REQUIRED FOR ACOMPLETE CABINETRY INSTALLATION. PROVIDE CUTOUTS, ACCESS PANELSAND REMOVABLE COMPONENTS AS REQUIRED BY NEW OR EXISTINGCONDITIONS SUCH AS ELECTRICAL OUTLETS, JUNCTION BOXES, CLEANOUTS,ETC.

SMLS SEAMLESSSND SANITARY NAPKIN AND TAMPON

DISPENSERSP EL SPOT ELEVATIONSPEC SPECIFICATIONSSQ SQUARESQ IN SQUARE INCHSQ YD SQUARE YARDSQFT SQUARE FOOT (FEET)SQM SQUARE METERSS STAINLESS STEELSSMR STANDING SEAM METAL ROOFSST STAINLESS STEELST STAIRSSTC SOUND TRANSMISSION CLASSSTD STANDARDSTL STEELSTL JST STEEL JOISTSTL RF DK STEEL ROOF DECKSTOR STORAGESTR STRINGERSTRB/HRN STROBE / HORNSTRUCT STRUCTURE(AL)SUB FL SUB FLOORSUSP SUSPENDEDSV SHEET VINYLSW SOUTHWESTSYM SYMMETRICALTT TREADT&G TOUNGE AND GROOVET/S TUB / SHOWERTB TOWEL BARTC TERRA COTTATD TRENCH DRAINTEL TELEPHONETEMP TEMPORARYTER TERRAZZOTFF TOP OF FINISH FLOORTHK THCKNESSTK BD TACK BOARDTLT TOILETTMPD GL TEMPERED GLASSTN TRUE NORTHTOF TOP OF FOOTINGTOM TOP OF MASONRYTOP TOP OF PARAPETTOPO TOPOGRAPHYTOS TOP OF SLABTRANS TRANSOMTRT TREATEDTRTD TREATEDTS TUBE STEELTV TELEVISIONTYP TYPICALUUNF UNFINISHEDUNO UNLESS NOTED OTHERWISEUR URNINALVVB VAPOR BARRIERVCT VINYL COMOSITION TILEVERT VERTICALVR VAPOR RETARDERVTC VIDEO TELECONFERENCEVTR VENT THROUGH ROOFWW WESTW/ WITHW/O WITHOUTWC WATER CLOSETWD WOODWG WIRE GLASSWOM WALK OFF MATWR WASTE RECEPTACLEWRB WEATHER RESISTANT BARRIERWRGWB WATER RESISTANT GYPSUM

WALLBOARDWS WATER STOPWTP WATER TREATMENT PLANTWWTP WASTE WATER TREATMENT PLANT

MID MIDDLEMIN MINIMUM, MINUTEMIRR MIRRORMO MASONRY OPENINGMOD MODIFYMRGWB MOISTURE RESISTANT GYPSUM

WALLBOARDMTD MOUNTEDMTG MOUNTINGMTL METALMWP MEMBRANE WATERPROOFINGNN NORTHNA NOT APPLICABLEND NAPKIN DISPOSALNDS NAPKIN DISPENSERNE NORTH EASTNFPA NATIONAL FIRE PROTECTION

ASSOCIATIONNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNP NO PAINTNRC NOISE REDUCTION COEFFICIENTNTS NOT TO SCALENW NORTHWESTOO TO O OUT TO OUTOA OVERALLOC ON CENTEROD OUTSIDE DIAMETEROFCI OWNER FURNISHED CONTRACTOR

INSTALLEDOFD OVERFLOW DRAINOFF OFFICEOFOI OWNER FURNISHED OWNER

INSTALLEDOGL OBSCURE GLASSOPH OPPOSITE HANDOPNG OPENINGOPP OPPOSITEOPQ OPAQUEOPR OPERABLEORIG ORIGINALOSB ORIENTED STRAND BARDOTS OPEN TO STRUCTUREOWSJ OPEN WEB STEEL JOINTOZ OUNCEPPA PUBLIC ADDRESSPAR PARAPETPAT PATTERNPB PULL BOXPBD PARTICLEBOARDPCC PRECAST CONCRETEPCF POUND PER CUBIC FOOTPCT PERCENTPEMB PRE-ENGINEERED METAL

BUILDINGPERF PERFORATEDPERM PERMETERPERP PERPENDICULARPH PHASEPIL PILASTERPL PROPERTY LINEPL GL PLATE GLASSPLAM PLASTIC LAMINATEPLAS PLASTICPLBG PLUMBINGPLG PILINGPLYWD PLYWOODPNL PANELPOC POINT OF CONTACTPOLY POLYSTYRENEPP PL PUSH/PULL PLATEPR PAIRPRCST PRECASTPREFAB PREFABRICATEDPRKG PARKINGPS CONC PRESTRESSED CONCRETEPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT PRESSURE TREATEDPTD PAPER TOWEL DISPENSERPTDR PAPER TOWEL DISPENSER AND

RECEPTACLEPTN PARTITIONPWR POWERQQT QUARRY TILEQTY QUANTITYRR RISERRB RUBBER BASERCP REFLECTED CEILING PLANRD ROOF DRAINREC RECESSEDREF REFERENCEREFR REFRIGERATORREM REMOVABLEREP REPAIRREQ REQUIREREQ'D REQUIREDRES RESILIENTRESIL RESILIENTREV REVISIONRF RESILIENT FLOORINGRH ROOF HATCHRH RIGHT HANDRHR RIGHT HAND REVERSERL ROOF LEADERRLG RAILINGRM ROOMRO ROUGH OPENINGRR RESTROOMRSD ROLLING STEEL DOORRV ROOF VENTRVL REVEALSS SOUTHS2S SURFACE TWO SIDESS4S SURFACE FOUR SIDESSAPC SUSPENDED ACOUSTICAL PANEL

CEILINGSATC SUSPENDED ACOUSTICAL TILE

CEILINGSB SPLASH BLOCKSC SHOWER CURTAINSCH SCHEDULESCHED SCHEDULESCR SHOWER CURTAIN RODSCW SOLID CORE WOODSCWD SOLID COUR WOOD DOORSD SMOKE DETECTORSE SOUTH EASTSF SQUARE FOOTSF SQUARE FEETSFTWD SOFT WOODSGL SINGLESH SOAP HOLDERSHR SHOWERSHT MTL SHEET METAL FLASHINGSHTHG SHEATHINGSHV SHELVINGSIM SIMILARSJ SCORED JOINTSKLT SKYLIGHTSLNT SEALANTSLR SEALERSM SQUARE METERSMHD SHELF METAL HEAVY DUTYSMK SMOKE

EL ELEVATORELEC ELECTRIC(AL)ELEV ELEVATIONENGR ENGINEERENTR ENTRYEOG EDGE OF GUTTEREP EXPLOSTION PROOFEP EXTERIOR PAINTEPS EXPANDED POLYSTYRENE BOARDEQ EQUALEQUIP EQUIPMENTEW EACH WAYEWC ELECTRIC WATER COOLEREXIST EXISTINGEXP EXPOSEDEXP EXPANSIONEXP AB EXANSION ANCHOR BOLTEXT EXTERIOREXT GR EXTERIOR GRADEFFA FIRE ALARMFAAP FIRE ALARM ANNUCIATIOR PANELFAS BD FASCIA BOARDFC BRK FACE BRICKFCO FLOOR CLEAN OUTFD FLOOR DRAINFDTN FOUNDATIONFEC FIRE EXTINGUISHER CABINETFED FEDERALFF FINISH FLOORFF INSUL FOIL FACED INSULAITONFFE FINISH FLOOR ELEVATIONFG FINISH GRADEFGL FIBERGLASSFH FIRE HOSEFIG FIGUREFIN FINISH (ED)FIXT FIXTUREFL FLOORFLDG FOLDINGFLEX FLEXIBLEFLMT FLUSH MOUNTEDFLR FLOORFLUOR FLUORESCENTFM FACTORY MUTUALFOC FACE OF CONCRETEFOM FACE OF MASONRYFOS FACE OF STEELFR FIRE RESISTANTFRG FIBER REINFORCED GYPSUMFRMG FRAMINGFRP FIBERGLASS REINFORCED

PLASTICFRT FIRE RETARDANT TREATEDFT FOOTFTG FOOTINGFUR FURRINGFWC FABRIC WALLCOVERINGGGA GAGE, GAUGEGAL GALGALV GALVANIZEDGB GRAB BARGFCI GOVERMENT FURNISHED /

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MASONRY UNITGL GRID LINEGL GLASSGLZ GLAZINGGR FL GROUND FLOORGRTG GRATINGGS GRATING SUPPORTGV GRAVELGWB GYPSUM WALL BOARDGYBD GYPSUM WALL BOARDGYP GYPSUMHH HORNHB HOSE BIBBHC HOLLOW COREHC HANDICAPHDPE HIGH DENSITY POLYETHYLENEHDW HARDWAREHDWD HARDWOODHEPA HIGH EFFICIENCY PARTICULATE

AIR FILTERHGT HEIGHTHK HOOKHM HOLLOW METALHMD HOLLOW METAL DOORHORIZ HORIZONTALHT HEIGHTHVAC HEATING VENTILATION AND AIR

CONDITIONINGHW, HDWR HARDWAREHYD HYDRAULICIIBC INTERNATIONAL BUILDING CODEICF INSULATED CONCRETE FORMIF INSIDE FACEIG INSULATING GLASSIJ ISOLATION JOINTILO IN LIEU OFIN INCHINCAND INCANDENSCENTINSUL INSULATIONIRP INSULATED ROOF PANELITG INSULATED TEMPERED GLASSIWP INSULATED WALL PANELJJ JUNCTION BOXJAN JANITORJST JOISTJT JOINTKKIT KITCHENKPD KEYPADKPL KICKPLATELLAM LAMINATELAV LAVATORYLBR LUMBERLBS POUNDSLDG LANDINGLF LINEAR FOOT (FEET)LG LONGLIB LIBRARYLIN LINEARLKR LOCKERLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLNT LINTELLOC LOCATIONLP LIGHT POLELS LABORATORY SINKLT LIGHTLVDR LOUVER DOORLVR LOUVERMM METERSMAT MATERIALMATL MATERIALMAX MAXIMUMMB MOISTURE BARRIERMC MOISTURE CONTNETMD METAL DECKMECH MECANICAL (ROOM)MEMB MEMBRANEMF MILL FINISHMFR MANUFACTURER

AA LABEL A LABEL CLASS DOORA/C AIR CONDITIONING UNITAB ANCHOR BOLTABDN ABANDONACC ACCESSIBLEACI AMERICAN CONCRETE INSTITUTEACOUST ACOUSTIC(AL)ACP ACOUSTICAL CEILING PANELACS AUTOMATIC CONTROL SYSTEMACT ACOUSTICAL CEILING TILEACU AIR CONDITIONING UNITADA AMERICANS WITH DISABILITIES

ACTADD ADDITIONALADMIN ADMINISTRATIONAFF ABOVE FINISH FLOORAFG ABOVE FINISH GRADEAHU AIR HANDLING UNITAIB AIR INFILTRATION BARRIERAISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTIONALT ALTERNATEALUM ALUMINUMANOD ANODIZEAPPROX APPROXIMATE(LY)APVD APPROVEDAR AS REQUIREDARCH ARCHITECT(URAL)ASC ABOVE SUSPENDED CEILINGASSY ASSEMBLYATFP ANTI-TERRORISM / FORCE

PROTECTIONAVG AVERAGEAW ARCHITECTURAL WOODWORKAWT ACOUSTICAL WALL TREATMENTBB LABEL B LABEL CLASS DOORBALC BALCONYBB BASEBOARDBCTBD BOARDBET BETWEENBFF BELOW FINISH FLOORBHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATIONBL BASELINEBLDG BUILDINGBLKG BLOCKINGBLT IN BUILT-INBM BEAMBN BULLNOSEBOF BOTTOM OF FOOTINGBOS BOTTOM OF STEELBOT BOTTOMBP BUILDING PAPERBRG BEARINGBRKT BRACKETBSMT BASEMENTBTWN BETWEENBUR BUILT UP ROOFCC CONC CAST CONCRETEC LABLE C LABEL CLASS DOORC-C CENTER TO CENTERCAB CABINETCAB CABLECATW CATWALKCAV CAVITYCB CEMENTITIOUS (BACKER) BOARDCBB CEMENTITIOUS BACKER BOARDCD CONSTRUCTION DOCUMENT(S)CDW CHILLED DRINKING WATERCEM PLAS CEMENT PLASTERCER CERAMICCF CONTRACTOR FURNISHEDCF/CI CONTRACTOR FURNISHED/

CONTRACOR INSTALLEDCFE CONTRACTOR FURNISHED

EQUIPMENTCFLG COUNTERFLASHINGCFM CUBIC FEET PER MINUTECFMF COLD FORM METAL FRAMINGCFS CUBIC FEET PER SECONDCFT CERMIC FLOOR TILECG CORNER GUARDCI CAST IRONCJ CONTROL JOINTCL CENTER LINECLG CEILINGCLG DIFF CEILING DIFFUSERCLG HT CEILING HEIGHTCLL COLUMN LINECLO CLOSETCLR CLEARCLR COLORCLRM CLASSROOMCMU CONCRETE MASONRY UNITCNDS CONDENSATECO COLUMNCO CLEANOUTCOL COLUMNCOMM COMMUNICATIONSCONC CONCRETECONC FLR CONCRETE FLOORCONF CONFERENCECONST CONSTRUCTIONCONT CONTINUOUSCOORD COORDINATECORR CORRIDORCP CONCRETE PIPECP CENTER POINTCPT CARPETCR CONTROL ROOMCS CAST STONECSWK CASEWORKCT CERAMIC TILECTB CERAMIC TILE - BASECTF CERAMIC TILE - FLOORCTR CENTERCTW CERAMIC TILE - WALLCU FT CUBIC FEETCW CASEMENT WINDOWCWT CERAMIC WALL TILEDDD DEPTHD LABEL D LABEL CLASS DOORDBL DOUBLEDEMO DEMOLISHDEPT DEPARTMENDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDIST DISTANCEDK DECKDN DOWNDOC DOCUMENTDR DOORDS DOWNSPOUTDWG(S) DRAWING(S)EE EASTE LABEL E LABEL CLASS DOOREA EACHEF EACH FACEEIFS EXTERIOR INSULATION AND FINISH

SYSTEMEJ EXPANSION JOINT

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UP

36725 DIVISION ROADRICHMOND, MICHIGAN:

FIRE SEPARATION DISTANCE < 5' 1 HOURS

IX. FIRE EXTINGUISHING TYPES

As Per Michigan Rehabilitation of Existing Building Code - 2009

PER MICHIGAN BUILDING CODE

VII. MEANS OF EGRESS

VIII. ACCESSIBILITY:

COLUMNS, GIRDERS AND TRUSSES

FLOOR CONSTRUCTION INCLUDING

0 HOUR

0 HOUR

0 HOUR

0 HOUR

0 HOUR

EXTERIOR WALLS:

BEARING WALLS

STRUCTURAL FRAME INCLUDING

SUPPORTING BEAMS AND JOISTS

ROOF CONSTRUCTION, INCLUDING SUPPORTING BEAMS AND JOISTS

VI. FIRE RESISTANCE RATINGS OF BUILDING ELEMENTS

1 HOURS0 HOURS

FIRE SEPARATION DISTANCE < 10' AND > 5'FIRE SEPARATION DISTANCE < 30' AND > 10'FIRE SEPARATION DISTANCE > 30' 0 HOURS

NONBEARING WALLS / PARTITIONS0 HOUREXTERIOR

INTERIOR 0 HOUR

SHAFT ENCLOSURES 1 HOUR

CORRIDORS

D. MICHIGAN MECHANICAL CODE - 2012

II. APPLICABLE CODES:

C. NATIONAL ELECTRICAL CODE - 2011B. MICHIGAN BUILDING CODE - 2009

I. PROJECT LOCATION: RICHMOND, MICHIGAN

III. OCCUPANCY CLASSIFICATION:EXISTING OCCUPANCY IS B.

IV. CONSTRUCTION TYPE:CONSTRUCTION TYPE - IIB (SPRINKLERS)

NO CHANGE IN OCCUPANCY FOR THIS PROJECT

V. BUILDING HEIGHT AND AREAS:NO CHANGE TO EXISTING BUILDING HEIGHT OR AREA.

X. OCCUPANCY CALCULATIONS

E. MICHIGAN PLUMBING CODE - 2009

A. MICHIGAN REHABILITATION CODE - 2009

(USING WORK AREA COMPLIANCE METHOD)

EXISTING BUILDING IS 1 STORY. FLOOR AREA IS 19,900 SF.EXISTING BUILDING COMPLIES WITH HEIGHT AND AREAREQUIREMENTS.

SEE EGRESS DIAGRAM

CODE COMPLIANCE REVIEW -

SEE EGRESS DIAGRAM

NO CHANGE TO EXISTING FIRE EXTINGUISHER LOCATIONS

CODE INFORMATION KEY:

OCCUPANT LOAD

PATH/DIRECTION OF TRAVEL/DISTANCE

XX

X'

FIRE RATING KEY:

1 HOUR RATED CONSTRUCTION

2 HOUR RATED CONSTRUCTION

3 HOUR RATED CONSTRUCTION

F. INTERNATIONAL FUEL GAS CODE - 2009

1 1

22

33

3.5

4.0

3.4

3.8

A

A

B

B

C

C

D

D

E

E C.4

10

3

2

109

149

11 2 2 2 9 2 3

3

1

1

1

7

15

1

17

42

11

221

1

2

16

11

5

1

2

22222

2

2

2

2

144

40

6

2

44

15

54

40

25'

67'

95'

115'

113'

85'

38'

134'

- -A402 8

A402

9

A402

10

A40215

1

A

2 3 4 5 6 7 8

B

C

D

E

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Page 6: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

UP

1 1

22

33

3.5

4.0

3.4

3.8

A

A

B

B

C

C

D

D

E

E C.4

PHASE 2

PHASE 1

1

PHASING PLAN LEGEND

PHASE 1

PHASE 2

EXISTING WINDOW IN DISPATCHAREA TO BE MOVED AT THE ENDOF PHASE 1 AND INSTALLED INTHE NEW OPENING LOCATED INNEW DISPATCH 109 AREA

1.

1

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B

C

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Author

Checker

A003

CITY

OF

RICH

MO

ND

RIC

HM

ON

D P

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CE/

CIT

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ALL

REN

OVA

TIO

NS

PHAS

ING

PLA

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1/8" = 1'-0"A0031 Phasing Plan

TRUENORTH

PLANNORTH

MAR

KD

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Page 7: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

UP

1 1

22

33

3.5

4.0

3.4

3.8

A

A

B

B

C

C

D

D

E

E C.4

Police Armory116

Conference117

Briefing/ Reports121

Chief122

Sergeant123

Investigation124

Files/ Copy113

Office115

Mens Locker/Toilet125

Womens Locker/Toilet126

Cell 1130

Cell 2131

Booking129

Toilet128

Corridor132

Sally Port140

Property BulkStorage

139

Interview135Elec.

172

Wellness159Lounge

165

Server151

Mechanical144

Voting TreasuryStorage

145

Building/Assessing Storage

146

Janitor150

Staff Toilet149

City Manager147Planning

148Conference

156Clerk157

Assesor161

Treasury162

Conference163

Open Office155

Toilet167

Toilet154

Toilet153

Shower152

Storage120

Closet117A

Janitor171

Evidence Storage134

Vault170

Vest.133

Server111

Toilet112

Conference Room104

Storage103

Lobby102

Council Room105

Interview110

Dispatch109

Exec Session108

Cable107

TBD106

Toilet114

Toilet118

Toilet119

Toilet168

Reception166

Vestibule101

Vest.127

Corridor136

Vest.141

Corridor142

Corridor169

VEST138

ALIGNFACES

A1031

EXTEND TOEXISTING SIDEWALK

A1021

- -A402 8

A402

9

A402

10

A40215

FLOOR PLAN SYMBOLS LEGEND

EXG PARTITION ANDDOOR TO REMAIN

NEW WALLPARTITION AND NEWDOOR

NEW GWBFURRING PARTITIONOVER EXG WALL

AREA OF SLAB PATCH.COORD W/ DEMOLITIONAND PLUMBING SHEETS

A. SEE DRAWING A602 FOR PARTITION TYPES.B. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS

IN THE FIELD, INCLUDING THOSE MARKED AS "+/-" AND"VIF". IMMEDIATELY NOTIFY THE ARCHITECT OF ANYDISCREPANCIES PRIOR TO COMMENCING ANY WORKIN AFFECTED AREA(S).

C. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.REFER TO ARCHITECTURAL DRAWINGS FORDIMENSIONS REQUIRED. CRITICAL DIMENSIONS NOTFOUND SHOULD BE FIELD VERIFIED OR OBTAINEDFROM THE ARCHITECT. IMMEDIATELY NOTIFY THEARCHITECT OF ANY DISCREPANCIES BETWEEN THEEXISTING AND ARCHITECTURAL DRAWINGS.

D. NOTES ON ONE DRAWING OR DETAIL APPLY TO ALLSIMILAR DRAWINGS OR DETAILS.

E. PROVIDE WOOD BLOCKING (FIRE-TREATED AT FIRE-RATED WALLS) AT METAL STUD FRAMED WALLS TOPROVIDE ADEQUATE SUPPORT FOR WALL-MOUNTEDITEMS, TYPICAL.

F. ALL MASONRY/ROUGH OPENINGS (MO/RO) FORINSIDE CORNER OF DOOR FRAMES ARE 4" FROMFACE OF MASONRY OR FACE OF STUD (TYPICALUNO). MAINTAIN MINIMUM ADA PUSH/PULL REQUIREDCLEARANCES TO OBSTRUCTIONS (IE. WALLS,COLUMN WRAPS, ETC.).

G. APPLY CONTINUOUS JOINT SEALANT WHEREINDICATED ON DRAWINGS AND AT ALL JOINTSBETWEEN DISSIMILAR MATERIALS.

H. ALL WORK IS TO BE IN STRICT COMPLIANCE WITH ALLFEDERAL, STATE AND LOCAL LAWS AND CODES,WHICH APPLY TO THESE USES AND TO GENERALLYACCEPTED CONSTRUCTION TRADE PRACTICES.

I. REPAIR AND REFINISH AREAS OF EXG FLOOR, WALL,AND/OR CEILING THAT HAVE BEEN DAMAGED ORDISTURBED DURING CONSTRUCTION TO MATCHADJACENT SURFACES.

J. INFILL ANY OPENINGS IN FIRE RATED WALLS TOPROVIDE/MAINTAIN REQUIRED FIRE RESISTANCERATING.

FLOOR PLAN GENERAL NOTES

1

A

2 3 4 5 6 7 8

B

C

D

E

F

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Drawn By:

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200-12751-14006

Designer

Author

Checker

A101

CITY

OF

RICH

MO

ND

RIC

HM

ON

D P

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CIT

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TIO

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1/8" = 1'-0"A1011 New Floor Plan

MAR

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ALL FURNITURE SHOWN IS FORREFERENCE AND PLANNINGPURPOSES ONLY AND IS BYOWNER - NOT IN CONTRACT.CONFIRM FINAL SELECTIONSAND LOCATIONS WITH OWNER.

Page 8: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

UP

A. SEE DRAWING A602 FOR PARTITION TYPES.B. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS

IN THE FIELD, INCLUDING THOSE MARKED AS "+/-" AND"VIF". IMMEDIATELY NOTIFY THE ARCHITECT OF ANYDISCREPANCIES PRIOR TO COMMENCING ANY WORKIN AFFECTED AREA(S).

C. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.REFER TO ARCHITECTURAL DRAWINGS FORDIMENSIONS REQUIRED. CRITICAL DIMENSIONS NOTFOUND SHOULD BE FIELD VERIFIED OR OBTAINEDFROM THE ARCHITECT. IMMEDIATELY NOTIFY THEARCHITECT OF ANY DISCREPANCIES BETWEEN THEEXISTING AND ARCHITECTURAL DRAWINGS.

D. NOTES ON ONE DRAWING OR DETAIL APPLY TO ALLSIMILAR DRAWINGS OR DETAILS.

E. PROVIDE WOOD BLOCKING (FIRE-TREATED AT FIRE-RATED WALLS) AT METAL STUD FRAMED WALLS TOPROVIDE ADEQUATE SUPPORT FOR WALL-MOUNTEDITEMS, TYPICAL.

F. ALL MASONRY/ROUGH OPENINGS (MO/RO) FORINSIDE CORNER OF DOOR FRAMES ARE 4" FROMFACE OF MASONRY OR FACE OF STUD (TYPICALUNO). MAINTAIN MINIMUM ADA PUSH/PULL REQUIREDCLEARANCES TO OBSTRUCTIONS (IE. WALLS,COLUMN WRAPS, ETC.).

G. APPLY CONTINUOUS JOINT SEALANT WHEREINDICATED ON DRAWINGS AND AT ALL JOINTSBETWEEN DISSIMILAR MATERIALS.

H. ALL WORK IS TO BE IN STRICT COMPLIANCE WITH ALLFEDERAL, STATE AND LOCAL LAWS AND CODES,WHICH APPLY TO THESE USES AND TO GENERALLYACCEPTED CONSTRUCTION TRADE PRACTICES.

I. REPAIR AND REFINISH AREAS OF EXG FLOOR, WALL,AND/OR CEILING THAT HAVE BEEN DAMAGED ORDISTURBED DURING CONSTRUCTION TO MATCHADJACENT SURFACES.

J. INFILL ANY OPENINGS IN FIRE RATED WALLS TOPROVIDE/MAINTAIN REQUIRED FIRE RESISTANCERATING.

FLOOR PLAN GENERAL NOTES1

2

3

ABCDE

C.4

A401

A401 5

4

A401 8

9

A401 11

7

6

10

Office115 Toilet

118Toilet119

Chief122

Sergeant123

Investigation124

Property BulkStorage

139

Sally Port140

Briefing/ Reports121

Conference117

Mens Locker/Toilet125

Womens Locker/Toilet126

Elec.172

Interview135

Cell 2131

Cell 1130

Vault170

Vest.133

Corridor132

Files/ Copy113

Server111

Toilet128 Booking

129

Toilet112

Police Armory116

Storage120

Closet117A

Janitor171

Evidence Storage134

Storage103

Council Room105

Interview110

Dispatch109

Exec Session108

Cable107

TBD106

Toilet114

Corridor169

Corridor142

Vest.141

Corridor136

Vest.127

VEST138

106A

106

112

123 124

105

5' - 0"

6' -

0"

P12.4

P12.4

P5.8

P3.6

P11.4

P13.4

P12.4 P12.4

P11.4

4' -

11"

6' - 0"

1' - 0" 1' - 0"

P13.4

P12.4

P11.4

A4021

3' - 4"

1' - 4"

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

3' - 4" 6' - 6"

1' - 4" 7' - 4"

4

2

1THIS SIDE ONLY

1

INFILLNO RATING

3

A4011

P11.4 GWBONE SIDEONLY

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

A4012

5' -

7"

1' -

10"

2' - 7 3/4"

3' - 4" 4"

7' -

6 1/

8"

114

6

5

5

7

INFILL

INFILL

P16.4

9

2' -

6"

A402 8

139

A402

9

A402

10

10 11

FLOOR PLAN SYMBOLS LEGEND

EXG PARTITION ANDDOOR TO REMAIN

NEW WALLPARTITION AND NEWDOOR

NEW GWBFURRING PARTITIONOVER EXG WALL

AREA OF SLAB PATCH.COORD W/ DEMOLITIONAND PLUMBING SHEETS

FLOOR PLAN KEYNOTE LEGEND X

1. NEW WALLS SHALL EXTEND TO UNDERSIDE OFDECK. REMOVE EXISTING SUSPENDED CEILINGGRID AND TILES AS REQUIRED TO INSTALL NEWWALL. MODIFY GRID AND REINSTALL TILES TOMATCH EXISTING AFTER WALL CONSTRUCTION.

2. PROVIDE CLOSET ROD AND SHELF.3. REFER TO PARTITION TYPE P4 SHEET A602 FOR

EXTENDING EXISTING WALL TO UNDERSIDE OFSTRUCTURE.

4. PREPARE OPENING TO RECIEVE TRANSACTIONWINDOW RELOCATED FROM PREVIOUS DISPATCHROOM. WORK TO BE COMPLETED AT END OFPHASE 1.

5. REFER TO DETAIL 6/A601 FOR EXTERIORSTOREFRONT DOOR CONSTRUCTION.

6. NEW 4" CONCRETE PAD AND SIDEWALK TOEXTEND AND CONNECT TO EXISTING SIDEWALK.

7. NEW 4" CONCRETE PAD.8. AFTER MASONRY DEMOLITION PATCH AND

PREPARE STEEL COLUMN AS REQUIRED TOENSURE SMOOTH SURFACE TO RECEIVE NEWPAINT.

9. PROVIDE (3) 4" PVC PIPE SLEEVES ABOVE CEILING,CAPPED ON EACH END.

10. SEE DETAIL 2/A610 FOR NEW LINTEL AND JAMBREINFORCING INFORMATION.

11. REFER TO 1/A610 FOR TYPICAL LINTEL SCHEDULE

1

A

2 3 4 5 6 7 8

B

C

D

E

F

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Checker

A102

CITY

OF

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MAR

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Page 9: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

3.5

4.0

3.4

3.8

A

A

B

B

C

C

D

D

E

E C.4

Wellness159

Lounge165

Server151

Mechanical144

Voting TreasuryStorage

145

Building/Assessing Storage

146

Janitor150

Staff Toilet149

City Manager147Planning

148Conference

156Clerk157

Assesor161

Treasury162

Conference163

Open Office155

Toilet167

Toilet154

Toilet153

Shower152

Conference Room104

Storage103 Lobby

102

Toilet168

Reception166

Vestibule101

Vest.141

Corridor142

Corridor169

154 153

151

165

105

167

20' - 10 1/8"3' - 4"

15' -

0" M

.O.

2' -

8"

10' -

6 1

/2"

P2.8

P2.6 P2.6

P5.6A4013

WALL HT= 6'-0"

6' - 8"

P10.6

7' - 1 7/8"

1' - 8 5/8"

6' - 11 1/2"

1' - 2 3/4"

3' - 3 5/8"

1' - 4 7/8"

3' - 4" 8' - 4" 3' - 2"P3.8

INFILLNO RATING

8

152

P6

P6

P6

5A610

10SIM

11

A40215

A. SEE DRAWING A602 FOR PARTITION TYPES.B. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS

IN THE FIELD, INCLUDING THOSE MARKED AS "+/-" AND"VIF". IMMEDIATELY NOTIFY THE ARCHITECT OF ANYDISCREPANCIES PRIOR TO COMMENCING ANY WORKIN AFFECTED AREA(S).

C. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.REFER TO ARCHITECTURAL DRAWINGS FORDIMENSIONS REQUIRED. CRITICAL DIMENSIONS NOTFOUND SHOULD BE FIELD VERIFIED OR OBTAINEDFROM THE ARCHITECT. IMMEDIATELY NOTIFY THEARCHITECT OF ANY DISCREPANCIES BETWEEN THEEXISTING AND ARCHITECTURAL DRAWINGS.

D. NOTES ON ONE DRAWING OR DETAIL APPLY TO ALLSIMILAR DRAWINGS OR DETAILS.

E. PROVIDE WOOD BLOCKING (FIRE-TREATED AT FIRE-RATED WALLS) AT METAL STUD FRAMED WALLS TOPROVIDE ADEQUATE SUPPORT FOR WALL-MOUNTEDITEMS, TYPICAL.

F. ALL MASONRY/ROUGH OPENINGS (MO/RO) FORINSIDE CORNER OF DOOR FRAMES ARE 4" FROMFACE OF MASONRY OR FACE OF STUD (TYPICALUNO). MAINTAIN MINIMUM ADA PUSH/PULL REQUIREDCLEARANCES TO OBSTRUCTIONS (IE. WALLS,COLUMN WRAPS, ETC.).

G. APPLY CONTINUOUS JOINT SEALANT WHEREINDICATED ON DRAWINGS AND AT ALL JOINTSBETWEEN DISSIMILAR MATERIALS.

H. ALL WORK IS TO BE IN STRICT COMPLIANCE WITH ALLFEDERAL, STATE AND LOCAL LAWS AND CODES,WHICH APPLY TO THESE USES AND TO GENERALLYACCEPTED CONSTRUCTION TRADE PRACTICES.

I. REPAIR AND REFINISH AREAS OF EXG FLOOR, WALL,AND/OR CEILING THAT HAVE BEEN DAMAGED ORDISTURBED DURING CONSTRUCTION TO MATCHADJACENT SURFACES.

J. INFILL ANY OPENINGS IN FIRE RATED WALLS TOPROVIDE/MAINTAIN REQUIRED FIRE RESISTANCERATING.

FLOOR PLAN GENERAL NOTES

FLOOR PLAN SYMBOLS LEGEND

EXG PARTITION ANDDOOR TO REMAIN

NEW WALLPARTITION AND NEWDOOR

NEW GWBFURRING PARTITIONOVER EXG WALL

AREA OF SLAB PATCH.COORD W/ DEMOLITIONAND PLUMBING SHEETS

FLOOR PLAN KEYNOTE LEGEND X

1. NEW WALLS SHALL EXTEND TO UNDERSIDE OFDECK. REMOVE EXISTING SUSPENDED CEILINGGRID AND TILES AS REQUIRED TO INSTALL NEWWALL. MODIFY GRID AND REINSTALL TILES TOMATCH EXISTING AFTER WALL CONSTRUCTION.

2. PROVIDE CLOSET ROD AND SHELF.3. REFER TO PARTITION TYPE P4 SHEET A602 FOR

EXTENDING EXISTING WALL TO UNDERSIDE OFSTRUCTURE.

4. PREPARE OPENING TO RECIEVE TRANSACTIONWINDOW RELOCATED FROM PREVIOUS DISPATCHROOM. WORK TO BE COMPLETED AT END OFPHASE 1.

5. REFER TO DETAIL 6/A601 FOR EXTERIORSTOREFRONT DOOR CONSTRUCTION.

6. NEW 4" CONCRETE PAD AND SIDEWALK TOEXTEND AND CONNECT TO EXISTING SIDEWALK.

7. NEW 4" CONCRETE PAD.8. AFTER MASONRY DEMOLITION PATCH AND

PREPARE STEEL COLUMN AS REQUIRED TOENSURE SMOOTH SURFACE TO RECEIVE NEWPAINT.

9. PROVIDE (3) 4" PVC PIPE SLEEVES ABOVE CEILING,CAPPED ON EACH END.

10. SEE DETAIL 2/A610 FOR NEW LINTEL AND JAMBREINFORCING INFORMATION.

11. REFER TO 1/A610 FOR TYPICAL LINTEL SCHEDULE

1

A

2 3 4 5 6 7 8

B

C

D

E

F

G

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w.te

trate

ch.c

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200-12751-14006

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Author

Checker

A103

CITY

OF

RICH

MO

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RIC

HM

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D P

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NS

PHAS

E 2

ENLA

RG

ED P

LAN

3/16" = 1'-0"A1031 Enlarged Phase 2 Plan

TRUENORTH

PLANNORTH

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Page 10: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

1

2

3

3.5

4.0

3.4

3.8

ABCDE C.4

Chief122

Sergeant123

Investigation124

Property BulkStorage

139

Sally Port140

Briefing/ Reports121

Conference117

Mens Locker/Toilet125

Womens Locker/Toilet126

Elec.172

Interview135

Cell 2131

Cell 1130

Vest.133

Corridor132

Files/ Copy113

Server111

Wellness159

Lounge165

Toilet128

Booking129

Mechanical144

Janitor150

Staff Toilet149

Open Office155

Server151

Building/Assessing Storage

146

Voting TreasuryStorage

145

City Manager147

Planning148

Conference156

Clerk157

Assesor161

Treasury162

Conference163

Toilet154

Toilet153

Shower152

Toilet168

Toilet167

Office115

Toilet118

Toilet119

Reception166

Dispatch109

Toilet112

Council Room105

Cable107

Exec Session108

TBD106

Police Armory116

Storage120

Conference Room104

Lobby102

Vestibule101

Storage103

Toilet114 Corridor

136

Vest.127

Corridor142

Corridor169

Interview110

Janitor171

EXG.

EXG.

EXG.

EXG.

EXG. EXG.

EXG.

EXG.

EXG.

EXG.EXG.

EXG.

EXG. EXG.

EXG.

EXG.EXG.

EXG.

EXG.

Vest.141EXG.

EXG.

EXG.

EXG.

EXG.

EXG.EXG.EXG.EXG.EXG.EXG.EXG.

EXG.

EXG.

EXG.

EXG.

EXG.

EXG.

EXG.

EXG.

EXG.

EXG.

EXG.

EXG.

A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.8' - 0"A.F.F.8' - 0"

A.F.F.8' - 0"

EXG.EXG.

EXG. EXG.EXG.

EXG.EXG.EXG.

A.F.F.8' - 0"

EXG.

A.F.F.9' - 0"

1

A.F.F.8' - 0"

A.F.F.8' - 0"

A.F.F.8' - 0"

A.F.F.8' - 0"

REFLECTED CEILING PLAN SYMBOLS LEGEND

A.F.F.1'-0" CEILING HEIGHT, ABOVE FINISHFLOOR - 8'-0" U.N.O.

FLUORESCENT RECESSEDLIGHTING FIXTURES

EXIT LIGHT

RETURN AIR GRILLE

SUPPLY AIR GRILLE

EXHAUST AIR GRILLE

EXISTING CEILING TO REMAINOR BE MODIFIED AS REQUIREDTO ACCOMMODATE NEWWORK

EXG

ACT CEILING AND GRID - SEE SPECIFICATIONSFOR ACT TYPE.

EMERGENCYLIGHTING FIXTURES

2x2 ACT

PAINTED 5/8" GWB ONSUSPENDED METAL FURRING

AREA OF EXISTING CEILINGREPAIR

1. 8'-0" WIDE ELECTRONICALLY OPERATED PROJECTORSCREEN WITH REMOTE CONTROL. DRAPER ENVOYMODEL WITH MATTE WHITE VIEWING SURFACE (16:9)OR APPROVED EQUAL.

REFLECTED CEILING PLAN KEYNOTE LEGEND X

A. ELECTRICAL AND MECHANICAL ITEMS SHOWN FORCOORDINATION AND INFORMATION ONLY IN AREAS OF NEWCEILING. REFER TO MECHANICAL AND ELECTRICAL DRAWINGSFOR ADDITIONAL INFORMATION, EXACT LOCATIONS, AND ALLEXISTING EQUIPMENT TO REMAIN.

RELECTED CEILING PLAN GENERAL NOTES

1

A

2 3 4 5 6 7 8

B

C

D

E

F

G

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w.te

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ch.c

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TR

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JEM

JEM

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A130

CITY

OF

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ND

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ON

D P

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CE/

CIT

Y H

ALL

REN

OVA

TIO

NS

REF

LEC

TED

CEI

LIN

G P

LAN 1/8" = 1'-0"A130

1 Reflected Ceiling Plan

TRUENORTH

PLANNORTH

MAR

KD

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CR

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Page 11: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

H.C. WATER CLOSET& GRAB BARS

TOILET TISSUEDISPENSER

WALL HUNG SINK,MIRROR & SOAP DISP.

34" M

AX.

29" M

IN.

26 2

53/2

56" M

IN.

9 1/

256"

MIN

.

6" MAX.

8" 44"

36"

19" M

AX.

17" -

19"

18" MAX.

6" 36"

39" M

IN. -

41"

MAX

.18

" MIN

.

36 1

/64"

17" -

19"

42" MIN. 12" MAX.

54" MIN.

39" MIN. - 41" MAX.

36 1

/64"

40" M

AX.

34" M

AX.

29" M

IN.

27 1

/128

" MIN

.

9" M

IN.

15" MIN.

17" MIN.

2

7

6

15

1 14

2

5

4

4' -

3"

1' - 6"

D

25

414

115

67

3' - 3"

1' -

6"

B

25

4

1

14

6

7

15

25

4

1

14

6

7

15

109

3

11

12

8813

4' -

5"1'

- 6"

3' -

6"

12' - 0"2' - 0"

RELOCATE EXG WALLSTORAGE TO ALIGN WITHEDGE OF COUNTER BELOW

NEW FURNITURE (N.I.C.)

NEW P-LAM COUNTERTOPAND BACKSPLASH

NEW P-LAM CABINETDOORS. MATCH ADJACENTCABINET FINISH

EXISTING CABINETSTO REMAIN

EXG WALL STORAGE TOREMAIN - RELOCATE ASREQUIRED TO ENSUREDOOR CLEARANCE

NEW FURNITURE (N.I.C.)

NEW P-LAM COUNTERTOPAND BACKSPLASH

3" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

3' -

0"

NEW P-LAM CABINETSAND COUNTERTOP WITHBACKSPLASH

FILLER

2' - 6"

1 1/2"

2' - 0"

3' -

0"

FILLER

NEW P-LAM CABINETSAND COUNTERTOPWITH BACKSPLASH

3' -

0"1'

- 6"

2' -

6"

7' -

0"

3' - 0" 3' - 0"

NEW P-LAM CABINETSAND COUNTERTOP WITHBACKSPLASH

5' - 9 1/4"

3' -

0 1/

2"1'

- 5

1/2"

2' -

6"

P-LAM COUNTERTOPAND BACKSPLASH

FRIDGE BY OWNER

3" 2' - 6" 3' - 0"

NEW P-LAMCABINETS ANDCOUNTERTOP WITHBACKSPLASH

1' - 0 1/2" +/-

EQ. EQ. EQ.

9' - 3 1/2"

9 1/2" +/-EQ. EQ. EQ.

REFINISHED BUTCHERBLOCK COUNTERTOP

NEW P-LAM CASEWORK - VERIFYLENGTH OF CASEWORK RUN WITHLENGTH OF EXISTING COUNTERTOP

3' -

0"1'

- 6"

2' -

6"

7' -

0"

NOTES:1. ALL EXPOSED AND SEMI-EXPOSEDSURFACES TO BE PLASTIC LAMINATE

2. CABINETS TO BE FLUSH OVERLAYCONSTRUCTION

3. INTERIOR SURFACES TO BE WHITEMELAMINE (TYP.)

SOLID SURFACE ORP.LAM BACKSPLASH(SEE ELEVATIONS).SCRIBE TO WALL

DRAWER

15" DEEPADJUSTABLE SHELF

SEE

CAS

EWO

RK

ELEV

ATIO

NS

1 X 4 LEDGER

PARTITION ASSCHEDULED

BLOCKING (TYP.)

FINISHED FLOOR

BLOCKING

1 3/

8"6"

4"

WIREPULLS(TYP)

TOE KICK TORECEIVEBLACK PLASTICLAMINATE

SOLID SURFACE ORP.LAM COUNTERTOP(SEE ELEVATIONS)

CABINET DEPTH U.N.O.

2' - 0"

ALL CONCEALEDSURFACES TO BEWHITE MELAMINE(U.N.O.)

1' - 0" U.N.O

ADJ. SHELVES

P.LAM AT ALLEXPOSED AND SEMI-EXPOSED SURFACES(U.N.O.)

PARTITION ASSCHEDULED

1 1/

2"

WIREPULL(TYP.)

SEE

CAS

EWO

RK

ELEV

ATIO

NS

3' -

0"

FILLER3"

3' - 0"3' - 0"

NEW 24" DEEP P-LAMCABINETS - PROVIDECLOSURE AT LEFTSIDE DUE TO 30" DEEPCOUNTERTOP

NEW 30" DEEP P-LAM COUNTER TOPWITH BACKSPLASH

1

A

2 3 4 5 6 7 8

B

C

D

E

F

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.220

.009

4

200-12751-14006

Designer

Author

Checker

A401

CITY

OF

RICH

MO

ND

RIC

HM

ON

D P

OLI

CE/

CIT

Y H

ALL

REN

OVA

TIO

NS

ENLA

RG

ED P

LAN

S AN

D IN

TER

IOR

ELEV

ATIO

NS

Accessories ScheduleTypeMark Description Manufacturer Type Comments

1 GRAB BAR TYPE 1 BOBRICK B-5806.99X36 36", MOUNTED TO ADA STANDARDS2 GRAB BAR TYPE 2 BOBRICK B-5806.99X42 42" MOUNTED TO ADA STANDARDS3 GRAB BAR TYPE 3 BOBRICK B-6861.99 16" x 30" TWO-WALL SHOWER BAR, PEENED, ADA4 GRAB BAR TYPE 4 BOBRICK B-5806.99X18 18", MOUNTED TO ADA STANDARDS5 TOILET TISSUE DISPENSER BOBRICK B-2656 MIRROR - FRAMED (20" W X 40" H)7 SOAP DISPENSER - OWNER FURNISHED CONTRACTOR INSTALLED8 ROBE HOOK BOBRICK B-672 DOUBLE ROBE HOOK9 SOAP DISH BOBRICK B-680 SURFACE MOUNTED10 NEW SHOWER CURTAIN AND ROD BOBRICK B-6107 SS ROD - FIT TO SHOWER OPENING. PROVIDE SHOWER

CURTAIN - BOBRICK B-204-211 FOLDING SHOWER SEAT BOBRICK B-518 ADA COMPLIANT12 ADA COMPLIANT SHOWER - REFER TO PLUMBING DRAWINGS13 MIRROR - FULL HEIGHT - FRAMED (36" W X 72" H)14 SEAT COVER DISPENSER - OWNER FURNISHED CONTRACTOR INSTALLED15 PAPER TOWEL AND WASTE

RECEPTACLEBOBRICK B-3699 -

1/2" = 1'-0"TYPICAL MOUNTING HEIGHTS

1/4" = 1'-0"A4011 TOILET 112 PLAN

1/4" = 1'-0"A4012 TOILET 114 PLAN

1/4" = 1'-0"A4013 TOILET AND SHOWER PLANS

1/2" = 1'-0"A4014 CASEWORK ELEV. - BRIEFING ROOM

1/2" = 1'-0"A4015 CASEWORK ELEV. - BRIEFING ROOM

1/2" = 1'-0"A4018 CASEWORK ELEV. - FILE ROOM

1/2" = 1'-0"A4019 CASEWORK ELEV. - FILE ROOM

1/2" = 1'-0"A4016 CASEWORK ELEV. - DISPATCH

1/2" = 1'-0"A4017 CASEWORK ELEV. - DISPATCH

1/2" = 1'-0"A40111 CASEWORK ELEV. - ARMORY

MAR

KD

ATE

DES

CR

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1" = 1'-0"A40112 TYP. BASE CABINET SECTION

1" = 1'-0"A40113 TYP. WALL CABINET SECTION

1/2" = 1'-0"A40110 CASEWORK ELEV. - FILE ROOM

Page 12: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

RELOCATED POLICE DISPATCHWINDOW. WINDOW TO BERELOCATED AT END OF PHASE 1.

CEN

TER

ON

LIG

HT

MAS

ON

RY

8' -

0" +

/- 4' -

0"3'

- 4"

8" TALL CAST ALUMINUM LETTERS WITHBRUSHED FINISH FLUSH MOUNTED TOMASONRY WALL. PROVIDE GEMINI SIGNCOMPANY CAST METAL SIGN LETTERS ORAPPROVED EQUAL. FONT AS SELECTEDFROM MANUFACTURERS FULL RANGE.

8" TALL CAST ALUMINUM LETTERS WITHBRUSHED FINISH FLUSH MOUNTED TOMASONRY WALL. PROVIDE GEMINI SIGNCOMPANY CAST METAL SIGN LETTERS ORAPPROVED EQUAL. FONT AS SELECTEDFROM MANUFACTURERS FULL RANGE.

NEW ROLL UP METAL DOOR.SEE DETAIL 5/A610

4' -

0"3'

- 4" 15' - 0"

CEN

TER

ON

LIG

HT

MAS

ON

RY

8' -

0" +

/-

2

2' - 7"

4' - 1

1 1/2"

10' -

7 1

/8" +

/-

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

- 11 7

/8"

TYP.3"

2' -

0"

TYP .1"

A402

6

A402

5

A402

2

A402

3

1' -

1"6'

- 3"

A4027

A402

4 TYP. ALLEND PANELS

TYP. EA.SIDE

TYP. EA.SIDE

135.00° 135.00°14' - 6"

PROVIDE RETRACTABLEPOWER RECEPTACLES, (MIN.OF 1 FOR EVERY SEAT ATCOUNCIL TABLES) SEE ELEC.FOR ADDITIONAL INFORMATION 11

A402

A402 8 3' -

3 3/

4"

2' - 7"

PODIUM

A402

9

A402

10

COUNTERTOP SUPPORTBRACKET AT 4'-0" O.C. MIN.

P-LAM COUNTERTOP - RADIUSOUTSIDE CORNERS, TYP.

2' -

6"9"

TYP.6"

P-LAM COUNTERTOP

VENEER PLYWOOD

APPLIED WOODMOLDING ANDTOEKICK

3' -

3" TYP.6"

TYP.6"

P-LAM COUNTERTOP

VENEER PLYWOOD

APPLIED WOODMOLDING TOEKICK

TYP.

6 1/

2"

3' -

3"

6" 1' - 8 3/4" 6" 4' - 6 3/4" 6" 6"1' - 8 3/4" 1' - 8 3/4"1' - 8 3/4"

TYP.6"

APPLIED 1/2"x1/2"QUARTERROUNDWOOD MOLDING

2' -

6"9"

COUNTERTOP SUPPORTBRACKET AT 4'-0" O.C. MIN.

P-LAM COUNTERTOP - RADIUSOUTSIDE CORNERS, TYP.

P-LAM COUNTERTOP

VENEER PLYWOOD

APPLIED WOODMOLDING ANDTOEKICK

3' -

3"

TYP .

6 1/

2"

P-LAM COUNTERTOP

VENEER PLYWOOD

APPLIED WOODMOLDING ANDTOEKICK

3' -

3"

4" -

POD

IUM

9" -

DES

KS4"

3' -

2" -

POD

IUM

2' -

2" -

DES

KS

COUNTERTOPSUPPORTBRACKETS AT4'-0" O.C. MIN.FOR DESKS

P-LAM COUNTERTOP -COLOR AS SELECTEDBY ARCHITECT

VENEER PLYWOOD ON 35/8" METAL STUDS AT24" O.C. - COLOR, SPECIESAND FINISH FOR VENEERAS SELECTED BYARCHITECT

APPLIEDWOODMOLDINGAND TOEKICK

2' - 1"1"

9"

P-LAM COUNTERTOP

VENEER PLYWOOD

APPLIED WOODMOLDING ANDTOEKICK

TYP.

6 1/

2"

3' -

10" 6" TYP.

TYP.

5 1/

2"

4 1/

2"

P-LAM COUNTERTOP

VENEER PLYWOOD

APPLIED 1/2" x1/2"QUARTEROUNDWOOD MOLDING

6" TYP.

6" T

YP.

6" TYP.

2 WAY SWING WOOD DOOR.MOLDING TO BE APPLIED TODOOR TO MATCH PANELING

APPLIED BASEMOLDING TYP.

5"4"

3' -

3"

P-LAM COUNTERTOP

VENEER PLYWOOD

APPLIED 1/2" x1/2"QUARTEROUNDWOOD MOLDING

2 WAY SWING WOOD DOOR.MOLDING TO BE APPLIED TODOOR TO MATCH PANELING

APPLIED BASEMOLDING TYP.

6" TYP.

6" T

YP. 6" TYP.

6 1/

2" T

YP.

3' -

3"

5"4"

SHELVINGSUPPORTS 5'-0" O.C. MIN.

P-LAM COUNTERTOP -COLOR AS SELECTEDBY ARCHITECT

EXISTING LOBBYWALL

4 3/

4"11

1/4

"11

1/4

"11

1/4

"

1' -

1 1/

2"

1' - 0" 2"7 3/4" 1' - 0"

3' -

4"

P-LAM SURFACE - TYP.

4' - 11" TYP.

3' -

4"

14A402

1" SUPPORTSCOVERED WITH P-LAM

1

A

2 3 4 5 6 7 8

B

C

D

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.220

.009

4

200-12751-14006

Designer

Author

Checker

A402

CITY

OF

RICH

MO

ND

RIC

HM

ON

D P

OLI

CE/

CIT

Y H

ALL

REN

OVA

TIO

NS

ENLA

RG

ED P

LAN

S AN

D IN

TER

IOR

ELEV

ATIO

NS

1/4" = 1'-0"A40212 COUNCIL ROOM AND POLICE INTERIOR ELEVATION

1/4" = 1'-0"A40213 TOWN HALL ROLL UP WINDOW ELEVATION

MAR

KD

ATE

DES

CR

IPTI

ON

BY1

07/0

3/14

50%

REV

IEW

SET

J.E.

M.

28/

1/14

100%

REV

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SET

J.S.

38/

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SUED

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IDS

J.E.

M.

1/4" = 1'-0"A4021 COUNCIL ROOM CASEWORK

1/2" = 1'-0"A4025 CASEWORK ELEV. - COUNCIL ROOM

1/2" = 1'-0"A4023 CASE. ELEV. - COUNCIL RM

1/2" = 1'-0"A4022 CASEWORK ELEV. - COUNCIL ROOM

1/2" = 1'-0"A4026 CASEWORK ELEV. - COUNCIL ROOM

1/2" = 1'-0"A4027 CASEWORK ELEV. - COUNCIL ROOM

1/2" = 1'-0"A4024 CASE. ELEV. - COUNCIL RM

1" = 1'-0"A40211 CASEWORK SECTION - COUNCIL ROOM

1/2" = 1'-0"A4028 CASE. ELEV. - COUNCIL RM

1/2" = 1'-0"A4029 CASEWORK ELEV. - COUNCIL ROOM

1/2" = 1'-0"A40210 CASEWORK ELEV. - COUNCIL ROOM

1" = 1'-0"A40214 SECTION AT CITY HALL COUNTER

1/2" = 1'-0"A40215 CASEWORK ELEV. - CITY HALL COUNTER

Page 13: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

F2

2" VARIES 2"

VAR

IES

SEE DOOR SCHEDULE FOR ADDITIONALINFORMATION.STEEL AND ALUMINUM FRAME TYPESSIMILAR - SEE DETAILS FOR DIMENSIONS

2"

VARIES

VAR

IES

SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION.VISION PANEL METAL TRIM TO BE PAINTED TO MATCH FRAMES, U.N.O.STEEL, ALUMINUM AND WOOD TYPES SIMILAR.

F G2

1' -

0"2'

- 0"

8"VA

RIE

S8"

8" VARIES 8"

GLASS

MAX

3' -

5"

VARIES

10"

10"

1' -

4"

EQ 5" EQ

V

3' -

4"4'

- 0"

15' - 0"

OH

FFE

REMOVE/SAW CUT EXISTING PRECAST SILL, BRICK, AND CMU,TO ALLOW FOR NEW DOOR FRAME. IF THERE IS EXISTINGREBAR WITHIN THE BLOCK THAT IS CUT, COAT ALL EXPOSEDMETAL WITH SIKA ARMATEC 110 EPOCEM.

CUT AND REMOVE EXISITNG STOREFRONTFRAME. REMOVE EXISTING GLASS, FRAME,AND ASSOCIATED COMPONENTS TOACCOMODATE NEW DOOR.

INSTALL NEWSTOREFRONT DOOR INTOTHE AREA THAT WASREMOVED. DOOR FRAMETO BE ALIGNED TOEXISTING FRAMES THATREMAIN.

FFE

3' - 11"1 1/2"3' - 11 3/4" +/-

8' -

0"

5' -

4"

2' -

1 1/

2"

PROVIDE ALUM COVERPLATE TO COVER JOINT ATNEW AND EXG FRAME

7' -

10 1

/2" +

/- NOTE:FIELD VERIFY ALLDIMENSIONS PRIOR TODISMANTLING STOREFRONTSYSTEM

6A610

3A601

3A601

HIGH

LOW

VARIES

3' - 8 3/4" VIF

FFE

DEMOLITION

NEW WORK

TOOTH IN NEW MASONRYTO MATCH EXG ANDRETURNED TO DOOR FRAME

NEW GLASSTYPE GL2

CAREFULLYREMOVE EXGGLASS AND

PREP TORECEIVE NEW

ONE.

BACKER ROD AND SEALANTBOTH SIDES(TYP.)

NEW BRICK VENEER. TOOTHINTO EXG WALL

NEW STOREFRONTDOOR AND FRAME- SHIM AS REQ'D

NEW ALUM COVERPLATE. BOTH SIDESCOLOR TO MATCHEXG (TYP.)

HIGH

LOWMETAL CORNER BEAD

5/8" GWBMETAL STUD FURRING, 15/8" AT 16" O.C.

ALUM FRAME ANDSTOREFRONT DOOR.SHIM AS REQD

NEW CMU. TOOTH INTO EXGWALL.

2 1/4"

V.I.F.

VARIES 2 1/4"

V.I.F.

VARIES

VARIES2 1/4" 2 1/4"VARIES

3 5/8" METAL STUD RUNNER5/8" GWB EACH SIDE3 5/8" METAL STUD @ 16" O.C.

HM WELDED GWBFRAME

VARIES

2"

1/2"

SEALANT BOTH SIDES

STEEL STUD JAMBANCHOR, 3/JAMB

3 5/8" METALSTUD RUNNER5/8" GWBEACH SIDE(2) 18 GA 6"METAL STUD

HM WELDEDGWB FRAME

2"V.I.F.

VARIES

1/2"

SEALANTBOTH SIDES

JAMBHMJ2

JAMBHMJ1

NEW STEELLINTEL

HM WELDEDFRAME

BACKER RODAND SEALANTBOTH SIDES

HEADHMH1

HEADHMH2

CMU WALL -SEE PARTITIONTYPE FOR SIZE

V.I.F.

VARIESV.I.F.

VARIES

MASONRY JAMBANCHOR, 3/JAMB

BACKER RODAND SEALANTBOTH SIDES

CMU WALL - SEEPARTITION TYPEFOR SIZE

HEADHMH3

HEADHMH4

HEADHMH5

JAMBHMJ3

JAMBHMJ4

JAMBHMJ5

NEW STEEL LINTEL

HM WELDEDFRAME

CMU WALL - SEEPARTITION TYPEFOR SIZE

SEALANTBOTH SIDES

DOOR AS SCHEDULED

METAL CORNERBEAD

METAL STUDFURRING, 1 5/8"AT 16" O.C.

METAL STUDFURRING, 1 5/8" AT16" O.C.

5/8" GWB

METAL CORNERBEAD

METAL STUDFRAMING, 3 5/8" AT16" O.C.5/8" GWBMETAL STUD,DOUBLE

HM WELDED FRAMEDOOR AS SCHEDULED

SEALANT BOTH SIDES

METAL CORNER BEAD5/8" GWB

METAL STUD FURRING, 15/8" AT 16" O.C.

HM WELDEDFRAME

BACKER ROD ANDSEALANTBOTH SIDES

CMU WALL - SEEPARTITION TYPEFOR SIZE

DOOR ASSCHEDULED

HM WELDED FRAME MASONRY JAMBANCHOR, 3/JAMB

2"

2"2"

2"

3 5/8" METAL STUD @ 16" O.C.

SEALANT

METAL STUD FURRING, 15/8" AT 16" O.C.

5/8" GWBMETAL STUD, DOUBLE

HM WELDED FRAMEDOOR AS SCHEDULED

STEEL STUD JAMBANCHOR, 3/JAMB METAL

CORNERBEAD2"

2"

2" 2"

1

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2 3 4 5 6 7 8

B

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ON

E: 8

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402

FAX

: 810

.220

.009

4

200-12751-14006

Designer

Author

Checker

A601

CITY

OF

RICH

MO

ND

RIC

HM

ON

D P

OLI

CE/

CIT

Y H

ALL

REN

OVA

TIO

NS

DO

OR

SC

HED

ULE

S AN

D D

ETAI

LS

1/4" = 1'-0"Frame Types

1/4" = 1'-0"Door Types

DOOR SCHEDULEDoor Doors Door Frame

HDW Set RemarksDoor

Number Type Material Quantity Width Height Rating Thickness Glazing Type Material Rating Head Jamb Sill105 V WD 2 3' - 4" 7' - 2" - 1 3/4" GL1 F2 HM - HMH3 HMJ3 - 1105I G2 AL 1 3' - 8 3/4" 7' - 10 1/2" - 2" GL2 - AL SIM 3/A601

HIGH3/601 HIGH 6/A610 REFER TO SPEC SECTION 084213 FOR

HARDWARE REQ.106 F WD 1 3' - 0" 7' - 2" - 1 3/4" - F2 HM - HMH2 HMJ2 - 2106A G2 AL 1 3' - 8 3/4" 7' - 10 1/2" - 2" GL2 - AL SIM 3/A601

HIGH3/601 HIGH 6/A610 REFER TO SPEC SECTION 084213 FOR

HARDWARE REQ.112 F WD 1 3' - 0" 7' - 2" - 1 3/4" - F2 HM - HMH5 HMJ5 - 3114 F WD 1 3' - 0" 7' - 2" - 1 3/4" - F2 HM - HMH2 HMJ2 - 3123 F WD 1 3' - 0" 7' - 2" - 1 3/4" - F2 HM - HMH4 HMJ4 - 4124 F WD 1 3' - 0" 7' - 2" - 1 3/4" - F2 HM - HMH4 HMJ4 - 4139 F WD 1 3' - 0" 7' - 2" 90 MIN 1 3/4" - F2 HM 90 MIN HMH1 HMJ1 - 5151 F WD 1 3' - 0" 7' - 2" - 1 3/4" - F2 HM - HMH4 HMJ4 - 5152 F WD 1 3' - 0" 7' - 2" - 1 3/4" - F2 HM - HMH1 HMJ1 - 6153 F WD 1 3' - 0" 7' - 2" - 1 3/4" - F2 HM - HMH1 HMJ1 - 6154 F WD 1 3' - 0" 7' - 2" - 1 3/4" - F2 HM - HMH1 HMJ1 - 6165 F WD 1 3' - 0" 7' - 2" - 1 3/4" - F2 HM - HMH2 HMJ2 - 2167 OH ST 1 15' - 0" 4' - 0" 1 1/2" OH ST 5/A610 5/A610 5/A610 REFER TO SPEC SECTION 084213 FOR

HARDWARE REQ. COLOR AS SELECTED FROMMANUFACTURE STANDARD RANGE OF COLORS

1/2" = 1'-0"A6012 Exterior Storefront Detail

1" = 1'-0"A6013 STOREFRONT JAMB SECTION

MAR

KD

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07/0

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REV

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SET

J.E.

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28/

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J.S.

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1" = 1'-0"A6011 DOORS HEAD AND JAMB DETAILS

Page 14: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

ABBREVIATIONS:

ACT ACOUSTICAL CEILING TILECPT CARPETCT CERAMIC FLOOR TILECTB CERAMIC TILE BASECWT CERAMIC WALL TILEEXG EXISTING FINISH TO REMAINPT PAINTRB RESILIENT BASEVCT VINYL COMPOSITION TILEGWB GYPSUM BOARD

NOTES:

1. PATCH EXG CARPET AND RESILIENT BASE TO MATCH EXG ADJACENT FINISHES. PROVIDE NEW MATERIAL TO MATCH EXG AS REQUIRED BY LAYOUTMODIFICATIONS.

2. PATCH FLOOR TILE AND MASONRY BASE TO MATCH EXG ADJACENT FINISHES. PROVIDE NEW MATERIAL TO MATCH EXG AS REQUIRED BY LAYOUTMODIFICATIONS.

3. PATCH EXG MASONRY WALL MATERIALS TO MATCH EXG ADJACENT MASONRY IN COLOR, FINISH AND TEXTURE. PROVIDE NEW MATERIAL TO MATCH EXG ASREQUIRED BY LAYOUT MODIFICATIONS.

4. MODIFY AND/OR EXTEND EXG GRID AND ACT AS REQUIRED TO MATCH EXG AND ACCOMMODATE LAYOUT MODIFICATION.5. ALL NEW DOOR FRAMES, AND LINTELS SHALL BE PAINTED.6. ALL NEW MASONRY INFILL TO BE TOOTHED INTO EXG MASONRY WALL.

REFER TO R.C.P. FORCEILING INFO.

CMU - REFER TO FINISHPLANS FOR FINISH

REFER TO FINISH PLANSFOR WALL BASE

FFE

KEY LEGEND

.4 = 4" CMU

.6 = 6" CMU

.8 = 8" CMU

.12 = 12" CMU

8"

BOTTOM OFSTRUCTURE

MIN. UNLESSOTHERWISE NOTED

REFER TO R.C.P. FORCEILING INFO.

CMU - REFER TO FINISHPLANS FOR FINISH

REFER TO FINISH PLANSFOR WALL BASE

FFE

KEY LEGEND

.4 = 4" CMU

.6 = 6" CMU

.8 = 8" CMU

.12 = 12" CMU

STRUCTURE ABOVE

PROVIDE FIRE RESISTANTCOMPRESSIBLE FILLER @FLUTES, TYP.PROVIDE FIRE RESISTANTCOMPRESSIBLE FILLERBETWEEN TOP OF WALLAND STRUCTURE/DECK

P3.6 UL. DESIGN # U906 (2 HRS)P3.8 UL. DESIGN # U905 (2 HRS)P3.12 UL. DESIGN # U905 (2 HRS)

1"

REFER TO R.C.P.FOR CEILING INFO.

EXISTING PARTITION

FFE

STRUCTURE ABOVE

PROVIDECOMPRESSIBLE FILLER@ FLUTES, TYP.

1/2"

NEW STUD INFILLPARTITION TYPE P12.4

1/4" RADIUS EDGE, TYP. BS

3/4" SLOPED WOOD CAP TO MATCHPIONITE, WO190 CARAMEL CHENE.

1/2" REVEAL PAINTED ACCENT COLOR ASSPECIFIED BY ARCHITECT

REFER TO FINISH PLANS FOR WALLBASE TYPE AND GWB FINISH

6' - 0

"

FFE

KEY LEGEND

.3 = 3-5/8" MTL STUDS

.4 = 4" MTL STUDS

.6 = 6" MTL STUDS

4 7/8"

"J" MOLD AT REVEAL, TYP. BS.WOOD BLOCKING, 2" NOMINAL THICKNESSSTEEL RUNNER TRACK

1 LAYER 5/8" GWB EACH SIDE OFMETAL STUDS

STEEL RUNNER TRACKGAP NOT TO EXCEED 1/2"

1/2"

1/2"3/

4"

REFER TO R.C.P. FORCEILING INFO.

EXISTING PARTITION

REFER TO FINISH PLANSFOR WALL BASE

FFE

STRUCTURE ABOVE

MIN. U.N.O.

7/8" HAT CHANNELS AT 16"O.C. HORZ. - SHIM PLUMB

5/8" GYPSUM BOARD, REFER TOFINISH DWG'S FOR FINISHES

6"

PL-4 ON ALL EXPOSED SIDESREFER TO FINISH PLANS FOR WALLBASE TYPE

FFE

STEEL RUNNER TRACK

1 LAYER 1/2" PLYWOOD EACH SIDEOF METAL STUDS

STEEL RUNNER TRACKGAP NOT TO EXCEED 1/2"

1/2"P11.3

REFER TO RCP FOR CEILING TYPEAND HEIGHT A.F.F.

BRACE TO STRUCTURE AT 4'-0" O.C. WITHMETAL FRAMING, TYP.

BOTTOM OF STRUCTURE

6" M

IN.

KEY LEGEND

.3 = 3-5/8" MTL STUDS

.4 = 4" MTL STUDS

.6 = 6" MTL STUDS

REFER TO FINISH PLANS FOR WALLBASE TYPE AND GWB FINISH

FFE

KEY LEGEND

.3 = 3-5/8" MTL STUDS

.4 = 4" MTL STUDS

.6 = 6" MTL STUDS

DEFLECTION TRACK

1 LAYER 5/8" GWB EACH SIDE OF METAL STUDS

STEEL RUNNER TRACK

GAP NOT TO EXCEED 1/2"

1/2"

P12.3, P12.4 AND P12.6 (NO RATING)P13.4 UL. DESIGN # U465 (1 HOUR) STC44

REFER TO RCP FOR CEILING TYPE ANDHEIGHT A.F.F.

TOP DRYWALL SCREW, 2-1/2" DOWN

BOTTOM OF STRUCTURE

CONTINUOUS ACOUSTICAL SEALANT, TYP. BS.

BRACING 1-1/2" CONTINUOUS CHANNEL ANDSPACING AS REQUIRED BY METAL STUD MANUF.

SOUND ATTENUATION BATTS, SIZED TO FIT CAVITY

"L" MOULDING, TYP. BS. (AT EXPOSED STRUCTURE ONLY)CONTINUOUS ACOUSTICAL SEALANT, TYP. BS.

PROVIDE MINERAL WOOL SAFING AND FIRE RATEDCAULK AT FLUTES FOR FIRE RATED PARTITION TYPES

3/8"

1/2"

REFER TO FINISH SCHED. FORWALL BASE TYPE AND GWBFINISH

FFE

DEFLECTION TRACK

5/8" GWB

STEEL RUNNER TRACK

GAP NOT TO EXCEED 1/2"

1/2"

REFER TO RCP FOR CEILINGTYPE AND HEIGHT A.F.F.

TOP DRYWALL SCREW, 2-1/2"DOWN

BOTTOM OFSTRUCTURE

CONTINUOUS ACOUSTICALSEALANT

BRACING 1-1/2"CONTINUOUS CHANNEL ANDSPACING AS REQUIRED BYMETAL STUD MANUF.

"L" MOULDING, (AT EXPOSEDSTRUCTURE ONLY

CONTINUOUS ACOUSTICAL SEALANT

1/2"3/

8"

KEY LEGEND

.3 = 3-5/8" MTL STUDS

.4 = 4" MTL STUDS

.6 = 6" MTL STUDS

REFER TO R.C.P. FORCEILING INFO.

CMU - REFER TO FINISHPLANS FOR FINISHREFER TO FINISH PLANSFOR WALL BASE

FFE

KEY LEGEND

.4 = 4" CMU

.6 = 6" CMU

.8 = 8" CMU

.12 = 12" CMU

STRUCTURE ABOVEPROVIDE FIRE RESISTANTCOMPRESSIBLE FILLER @FLUTES, TYP.PROVIDE FIRE RESISTANTCOMPRESSIBLE FILLERBETWEEN TOP OF WALLAND STRUCTURE/DECK

P5.6 UL. DESIGN # U906 (2 HRS)P5.8 UL. DESIGN # U905 (2 HRS)P5.12 UL. DESIGN # U905 (2 HRS)

MIN. U.N.O.

7/8" HAT CHANNELS AT 16"O.C. HORZ. - SHIM PLUMB

5/8" GYPSUM BOARD, REFER TOFINISH DWG'S FOR FINISHES

6"

1"

1

A

2 3 4 5 6 7 8

B

C

D

E

F

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: 810

.220

.009

4

200-12751-14006

Designer

Author

Checker

A602

CITY

OF

RICH

MO

ND

RIC

HM

ON

D P

OLI

CE/

CIT

Y H

ALL

REN

OVA

TIO

NS

FIN

ISH

SC

HED

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AN

D P

ARTI

TIO

NTY

PES

MAR

KD

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SET

J.E.

M.

28/

1/14

100%

REV

IEW

SET

J.S.

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4IS

SUED

FO

R B

IDS

J.E.

M.

ROOM SCHEDULERoom

Floor Finish Base FinishNorth Wall East Wall South Wall West Wall Ceiling

CommentsNumber Name Finish Finish Finish Finish Finish

102 Lobby EXG/NOTE 2 EXG/NOTE 2 NOTE 3 NOTE 3 EXG EXG EXG/PT PAINT NEW SOFFITS105 Council Room EXG/NOTE 1 EXG/NOTE 1 PT PT PT PT ACT106 TBD EXG/NOTE 1 EXG/NOTE 1 PT PT PT PT EXG/NOTE 4109 Dispatch CPT RB PT PT PT PT ACT110 Interview EXG EXG PT PT PT PT EXG PATCH AND PAINT WALLS111 Server EXG RB PT PT PT PT EXG112 Toilet VCT RB PT PT PT PT GWB113 Files/ Copy EXG EXG PT PT PT PT EXG/NOTE 4 PATCH CEILING AFTER NEW CONSTRUCTION IS COMPLETE114 Toilet VCT RB PT PT PT PT GWB115 Office EXG EXG PT PT PT PT EXG PATCH AND PAINT WALLS116 Police Armory EXG EXG PT PT PT PT EXG117 Conference CPT RB PT PT PT PT EXG

117A Closet CPT RB PT PT PT PT EXG121 Briefing/ Reports CPT RB PT PT PT PT EXG122 Chief EXG/NOTE 1 EXG/NOTE 1 PT PT PT PT EXG/NOTE 4123 Sergeant EXG/NOTE 1 EXG/NOTE 1 PT PT PT PT EXG/NOTE 4124 Investigation EXG/NOTE 1 EXG/NOTE 1 PT PT PT PT EXG/NOTE 4125 Mens Locker/ Toilet EXG EXG EXG EXG EXG EXG EXG/PT PATCH AND PAINT GWB CEILING AT ENTRANCE TO ROOM136 Corridor VCT RB PT PT PT PT EXG ALL EX. FINISHES TO BE REPAIRED AFTER TRENCHING IS COMPLETE139 Property Bulk Storage EXG EXG EXG EXG PT EXG EXG PAINT AT SOUTH OPENING AND DOOR140 Sally Port EXG EXG PT EXG EXG EXG EXG PAINT AT SOUTH OPENING AND DOOR147 City Manager CPT RB EXG EXG EXG EXG EXG148 Planning CPT RB EXG EXG EXG EXG EXG151 Server VCT RB PT PT PT PT ACT152 Shower CT CTB PT PT PT PT GWB153 Toilet VCT RB PT PT PT PT GWB154 Toilet VCT RB PT PT PT PT GWB155 Open Office CPT RB PT PT PT PT ACT165 Lounge EXG EXG PT PT PT PT EXG166 Reception CPT RB PT PT PT PT ACT169 Corridor VCT RB EXG EXG EXG EXG EXG

3/4" = 1'-0"A6021 PARTITION TYPE P2

3/4" = 1'-0"A6022 PARTITION TYPE P3

3/4" = 1'-0"A6023 PARTITION TYPE P4

3/4" = 1'-0"A6026 PARTITION TYPE P10

3/4" = 1'-0"A6025 PARTITION TYPE P6

3/4" = 1'-0"A6027 PARTITION TYPE P11

3/4" = 1'-0"A6028 PARTITION TYPES P12 AND P13

3/4" = 1'-0"A6029 PARTITION TYPE P16

3/4" = 1'-0"A6024 PARTITION TYPE P5

Page 15: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

FOR EACH 4" THICKNESS OF WALL

MASONRY

5'-0"6'-0"7'-0"8'-0"9'-0"10'-0"

L3 1/2X3 1/2X5/16

FOR 6" THICK WALLS

1. ALL OPENINGS 1'-0" AND OVER REQUIRE LINTELS.

2. STEEL TO BE A36.

3. THIS SCHEDULE IS TYPICAL FOR ALL MASONRY OPENINGS IN NON-LOAD BEARING WALLS UNLESS OTHERWISE NOTED.

4. ALL LINTELS TO HAVE MINIMUM 8" BEARING BOTH ENDS.

5. BACK TO BACK ANGLES ARE TO BE STITCH WELDED TOGETHER BEFORE PLACEMENT.

6. ALL LINTELS ARE TO HAVE BOTH ENDS BEAR ON SOLID MASONRY OR SOLIDLY GROUTED HOLLOW MASONRY.

7. WHERE MINIMUM 8" BEARING LENGTH CANNOT BE PROVIDED DUE TO COLUMN INTERFERENCE, PROVIDE CONNECTION OF LINTEL TO COLUMN.

8. THIS LINTEL SCHEDULE IS APPLICABLE FOR USE IN EXISTING BUILDING. SHORE EXISTING STRUCTURE AND WALL AS REQD FOR INSTALLATION

OPENINGLINTELANGLE

L4X3 1/2X 5/16 LLVL5X3 1/2X5/16 LLVL5X3 1/2X5/16 LLVL6X3 1/2X5/16 LLVL6X3 1/2X5/16 LLV

2- L3 1/2X2 1/2X5/16 LLV2- L3 1/2X2 1/2X5/16 LLV2- L3X2 1/2X5/16 LLV

ANGLELINTEL

OPENING

2- L2 1/2X2 1/2X5/16

8'-0"7'-0"6'-0"5'-0"

MASONRY

LINTEL NOTES

FOR 8", 12", AND 16" THICK WALLS:

FOR 4" THICK WALLS

OPENINGMASONRY

ANGLELINTEL

MT 6X5.9UP TO 6'-4"

1.

3.

2.

( )<

( )<

DRAWINGS FOR SIZE AND LOCATION OF OPENINGS. OF NEW MAS AND LINTEL. SEE ARCHITECTURAL AND MECHANICAL

WALL BEYOND

T.O. COUNTEREL: +3'-4" A.F.F.

COUNTERTOP

VERTICAL RAILS BEYOND

NEW COUNTERTOP

8" CMU

5/8" PT. GYP. BD.

C8x11.5CONTCHANNELJAMBBEYOND.

OVERHEAD COILING DOORHOUSING - ANCHOR PERMANUFACTURER REQ.

5/8" PTD.GYP BD.

STEEL LINTEL -SEE 4/A610

CONTINUOUSCOMPRESSIBLE GASKET

VERTICALRAILS BEYOND

FINISH WITHGYP. BD.

STEELCOLUMNBEYOND

COILINGOVERHEAD DOOR- ANGLE GUIDES

COILINGOVERHEAD DOOR

C8x11.5 CONTCHANNEL JAMBBEYOND. SUPPLY3/8"x4" LONGTHREADED RODCHEMICAL ANCHORS@ 16" O.C., 6"FROM BOTH ENDS.MITER CHANNELCORNERS, ATINTERSECTION W/HEAD CHANNEL,WELD FULL LENGTHOF CHANNELINTERSECTION,SMOOTH AND PAINT

EXISTING 1 1/2"MTL HAT CHANNEL(TYP.)

NEW REBAR ANDGROUT - SEE 2/A610

NEW BOND BEAM- SEE 4/A610

BOTTOM LINTELEL: +7'-4" A.F.F.

SEALANT ANDBACKER ROD

NOTE:CHEMICAL ANCHORS TO BE TYPE HIT-HY 150MAX, AS MANUF. BY HILTI, OR APPROVEDEQUAL.

7 1/4"

DEMOEDOPENING

SEE PLAN

LINTEL SPAN

STEEL LINTELSSEE SCHEDULE

SAWCUT FACESHELL AT EACHJAMB AS REQUIRED, INSTALL (1) #5AT TWO CELLS, GROUT SOLID

EXISTING CMU WALLVIF

#5 (TYP).

T/O OPENING

EL = V.I.F.

8" (MIN)

ADHESIVE ANCHOR #5X3'-0"DOWELS EACH CELL (6" EMBED)

FINISHED FLOOR

ELEV. - SEE PLAN

TOP OF EXISTFND WALL - VIF

1/4PL TO HSSTYP

1/4TYP

RECEPTION 166

LOBBY 102

WELD ENDS OF C8CHANNELS TOGETHER ANDGRIND SMOOTH. TYP.

EXGCOL. EXTEND C8x11.5 AROUND

EXG HSS6x6 COL ANDCOPE C8 AS REQ.

NEW WT7x19

NEW C8x11.5 CONT.

PL 3/8x4x6 (LLV) SHEARCONNX PLATE TYP.(CENTER ON EXG COLFACE)

EXG HSS6x6x1/4 (VIF)

PLAN VIEW

NEW MASONRYINFILL AS REQUIRED

BEAR LINTEL 8"ON SOLIDMASONRY

EXISTING CMUWALL - VIF

WT7x19 CONT.

C8x11.5 CONT

BOT. LINTELELEV - 7' - 4"

4" 4"

SHORE EXISTSTRU. AND WALLABOVE. INSTALLNEW MASONRYAS REQ'D.

REINFORCE EXIST.CMU JAMBS PERDETAIL 2/A610 SIM.

FOR CONNECTION TOEXIST COL C.4/3.4, SEEDETAIL 3/A610

1/4 2 @ 12TYP

NEW 8" BOND BEAM W/ (2)HORIZ. #5 BARS. SHOREEXIST WALL/ STRUCTUREAS REQ'D.

8"

8"

VIF

1' - 3 1/2"

#4 HORZ. CONT. FOR WIDTHOF DOOR OPNG - TYP

#4 CHEMICAL ANCHOR@ 12" OC FOR WIDTHOF DOOR OPNG

1/2" RIGID INSULATIONEXG CONC SLAB - VIF

#4 CHEMICAL ANCHORx 12" LONG @ 12" OCFOR WIDTH OF DOOROPNG

6"

EXG CONC FNDWALL - VIF

10

124"

4"

5" THICK CONC.SIDEWALK - TYP.

1/2" FIBERBOARDW/ SEALANT - TYP.

No. 57 STONE6" DEPTH

1

A

2 3 4 5 6 7 8

B

C

D

E

F

G

ww

w.te

trate

ch.c

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TR

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Checked By:

Drawn By:

Project No.:

Designed By:

Bar Measures 1 inch

Cop

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8/25

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4 1 0

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E: 8

10.2

25.8

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FAX

: 810

.220

.009

4

200-12751-14006

Designer

Author

Checker

A610

CITY

OF

RICH

MO

ND

RIC

HM

ON

D P

OLI

CE/

CIT

Y H

ALL

REN

OVA

TIO

NS

ARC

HIT

ECTU

RAL

DET

AILS

12" = 1'-0"A6101 LINTEL SCHEDULE

1/2" = 1'-0"A6102 NEW LINTEL AT EXIST CMU WALL DETAIL

1" = 1'-0"A6103 NEW LINTEL CONNECTION TO EXG COLUMN

1" = 1'-0"A6104 NEW STEEL LINTEL AT RECEPTION 166

1" = 1'-0"A6105 ROLL UP DOOR DETAIL 1" = 1'-0"A610

6 THRESHOLD DETAIL AT NEW DOOR OPENING

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Page 16: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

GROUND FAULT INTERRUPTER

NON-FUSED

GFINF

SPECIAL PURPOSE OUTLET

INCANDESCENT LUMINAIRE - CEILING MOUNTED

EMERGENCY LIGHT

SINGLE POLE SWITCH +48" A.F.F.

QUAD RECEPTACLE OUTLET

S

LIGHTING PANEL

COMBINATION MAGNETIC STARTER/ DISCONNECT SWITCH

- SINGLE PHASE

J JUNCTION BOX

MANUAL STARTER

ELECTRIC MOTOR

SD DUCT SMOKE DETECTOR

REMOTE EMERGENCY LIGHT HEAD

WP WEATHER PROOF

LAN OUTLET

- THREE PHASEELECTRIC MOTOR

D

EXIT LIGHT (ARROW INDICATES DIRECTION,SHADED PORTION INDICATES FACE)

DISCONNECT SWITCH

DUPLEX RECEPTACLE OUTLET DUPLEX RECEPTACLE CONNECTED TO GENERATOR POWER (ORANGE)

INCANDESCENT OR HID FIXTURE - WALL MOUNTED

DISTRIBUITON PANEL

POLE MOUNTED LUMINAIRES - DOUBLE ARM

NIGHT LIGHTN/L

DOUBLE POLE DOUBLE THROWSTHREE WAY SWITCHFOUR WAY SWITCH

23S4S

KEY OPERATED SWITCHKS

2' X 4' LED

4' CHAIN HUNG FLUORESCENT

T THERMOSTAT

T ELECTRICAL METER

"XX" INDICATES LUMINAIRE TYPE (SEE SCHEDULE)

G

HORN STROBEH/S

GENERAL NOTES

COORDINATE MOUNTING HEIGHT AND LOCATION OF LIGHT FIXTURES WITH ARCHITECTURALELEVATIONS AND CONCEAL CIRCUITRY WITHIN BUILDING.

G.

PROPERLY IDENTIFY CIRCUITS AT PANELS AND J-BOXES AND IN ACCORDANCE WITH PROJECTSPECIFICATIONS.

F.

D.

C.

MOUNTING HEIGHTS INDICATED FOR DEVICES AROUND CASEWORK SHOWN FOR REFERENCE ONLY.COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF DEVICES AROUND CASEWORK WITHAPPROVED CASEWORK SUBMITTALS PRIOR TO ROUGH-IN.

B.

A.

UNLESS NOTED ELSEWHERE ON THE CONTRACT DOCUMENTS, THE FOLLOWING LIST REPRESENTSTHE TYPICAL MOUNTING HEIGHTS FOR THE DEVICES SHOWN:

a. SWITCHES...........................................................................48"(TO TOP)b. RECEPTACLES....................................................................18"c. COMPUTER RECEPTACLES...............................................18"d. WALL(W) TELE. ...................................................................48"(TO TOP)e. POWER PANELS..................................................................72"(TO TOP)f. DISCONNECT SWITCHES....................................................60"(TO TOP)g. MOTOR STARTERS.............................................................60"(TO TOP)

THE HEIGHTS INDICATED SHALL BE NOMINAL TO THE CENTER OF THE BOX (UNO), MAINTAIN HEIGHTCONSISTENCY BETWEEN SURFACE AND FLUSH MOUNTED DEVICES.

H.

E.

IN EXISTING CONSTRUCTION, ROUTE SURFACE RACEWAY AS FOLLOWS: LOCATE VERTICAL RUNS INCORNERS OR ALONG MOLDINGS. (RUN TO ABOVE DROP CEILINGS WHERE INSTALLED). HORIZONTALRUNS SHALL NOT EXCEED 20'-0" IN LENGTH WHEREVER POSSIBLE.

DURING THE INSTALLATION OF VERTICAL SURFACE RACEWAY CONTRACTOR WILL ENCOUNTERMOLDING WHICH WILL REQUIRE CUTTING, PATCHING AND SHIMMING. COORDINATE WITH GC ANDOWNER PRIOR TO INSTALLATION.

WHEREVER POSSIBLE REUSE EXISTING CONCEALED CONDUIT, RACEWAY, AND BACKBOXES IF INGOOD CONDITION. EXTEND/INSTALL NEW CONDUIT/RACEWAY AS REQUIRED FOR PROPERMOUNTING OF DEVICES. CONCEAL ABOVE CEILING OR WITHIN WALL WHERE POSSIBLE.

I.

NEW DEVICES SHALL BE RECESSED WHERE IN NEW CONSTRUCTION. WHERE IN EXISTINGCONSTRUCTION OR EXPOSED CEILINGS; NEW DEVICES SHALL BE INSTALLED IN SURFACERACEWAY AND SURFACE BOXES.

PROVIDE TEMPORARY POWER AND LIGHTING AS REQUIRED TO KEEP TEMPORARY OWNER OCCUPIEDAREAS OPERATIONAL.

J.

ELECTRICAL SYMBOL LEGEND

QUAD RECEPTACLE FLOOR BOX

LAN FLOOR BOX

DUAL RECEPTACLE CEILING BOX

DATA / AUDIO VISUAL CEILING BOX

2' X 4' LED WITH EMERGENCY BATTERY BACKUP

2' X 2' LED

2' X 2' LED WITH EMERGENCY BATTERY BACKUP EQUIPMENT SHOWN IN DARK IS NEW CONSTRUCTION AND EQUIPMENT SHOWN LIGHT IS EXISTING.K.

SD DIMMER SWITCHOCCUPANCY SENSOR SWITCHOSS

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Page 17: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

22

# DEMOLITION KEYNOTES:

1. DEMOLISH DUPLEX RECEPTACLES SHOWN WITHIN HATCHED AREAS.REMOVE ASSOCIATED CONDUIT AND WIRE FROM WALL SECTIONS TO BEDEMOLISHED. REMOVE UNUSED CONDUIT AND WIRE BACK TO SOURCEOR NEAREST JUNCTION TO REMAIN IN SERVICE.

2. INSTALL BLANK COVER PLATES ON UNUSED RECESSED WIRING DEVICEBOXES.

GENERAL KEYNOTES:

1. CIRCUITING SHOWN IS SCHEMATIC IN NATURE FIELD VERIFY.

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NOTES:EXISTING INFORMATION SHOWN IS BASED ON REDSTONE ARCHITECTS PROJECT 2969.01,DRAWING E-1 DATED 12-29-1993.

ELECTRICAL POWER DEMOLITION PLAN1E-002 SCALE: 1/8"=1'-0"

0

SCALE:

4' 8' 16'

1/8" = 1'-0"

Page 18: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

1

1

1

1

1

1

2

1

1

2

1

1

2

2

2 3

1

DEMOLITION KEYNOTES:

1. DEMOLISH CEILING MOUNTED LIGHTING FIXTURES SHOWN WITHINHATCHED AREAS. EXISTING CONDUIT AND LIGHTING CIRCUITS SHALL BEUSED FOR NEW LIGHTING SHOWN ON E-102. REMOVE UNUSED CONDUITAND WIRE BACK TO SOURCE OR NEAREST JUNCTION TO REMAIN INSERVICE.

2. REMOVE EMERGENCY LIGHTING CIRCUIT BACK TO SOURCE OR NEARESTJUNCTION TO REMAIN IN SERVICE.

3. DEMOLISH EXIT LIGHT FIXTURE. REMOVE EMERGENCY LIGHTING CIRCUITBACK TO SOURCE OR NEAREST JUNCTION TO REMAIN IN SERVICE. REUSEEXISTING BACKBOX FOR NEW EXIT FIXTURE. REUSE EXISTING CONDUITFOR INSTALLATION OF NEW LIGHT FIXTURES WHERE POSSIBLE.

GENERAL KEYNOTES:

1. CIRCUITING SHOWN IS SCHEMATIC IN NATURE FIELD VERIFY.

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NOTES:EXISTING INFORMATION SHOWN IS BASED ON REDSTONE ARCHITECTS PROJECT 2969.01,DRAWING E-2 DATED 12-29-1993.

ELECTRICAL LIGHTING DEMOLITION PLAN1E-003 SCALE: 1/8"=1'-0"

0

SCALE:

4' 8' 16'

1/8" = 1'-0"

#

Page 19: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

1

1

1

11

1

1

1

1

1

# DEMOLITION KEYNOTES:

1. DEMOLISH AND REMOVE EXISTING DATA OUTLETS SHOWN WITHINHATCHED AREAS. REMOVE ALL ASSOCIATED CONDUIT AND WIRE FROMWALL SECTIONS TO BE DEMOLISHED. REMOVE UNUSED CONDUIT ANDWIRE BACK TO SOURCE OR NEAREST JUNCTION TO REMAIN IN SERVICE.

2. INSTALL BLANK COVER PLATES ON UNUSED RECESSED WIRING DEVICEBOXES.

GENERAL KEYNOTES:

1. CIRCUITING SHOWN IS SCHEMATIC IN NATURE FIELD VERIFY.

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NOTES:EXISTING INFORMATION SHOWN IS BASED ON REDSTONE ARCHITECTS PROJECT 2969.01,DRAWING E-3 DATED 12-29-1993.

ELECTRICAL COMMUNICATION DEMOLITION PLAN1E-004 SCALE: 1/8"=1'-0"

0

SCALE:

4' 8' 16'

1/8" = 1'-0"

Page 20: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

UP

1 1

22

33

3.5

4.0

3.4

3.8

A

A

B

B

C

C

D

D

E

E C.4

Police Armory116

Conference117

Briefing/ Reports121

Chief122

Sergeant123

Investigation124

Files/ Copy113

Office115

Mens Locker/Toilet125

Womens Locker/Toilet126

Cell 1130

Cell 2131

Booking129

Toilet128

Corridor132

Sally Port140

Property BulkStorage

139

Interview135Elec.

172

Wellness159Lounge

165

Server151

Mechanical144

Voting TreasuryStorage

145

Building/Assessing Storage

146

Janitor150

Staff Toilet149

City Manager147Planning

148

Conference156

Clerk157

Assesor161

Treasury162

Conference163

Open Office155

Toilet167

Toilet154

Toilet153

Shower152

Storage120

Closet117A

Janitor171

Evidence Storage134

Vault170

Vest.133

Server111

Toilet112

Conference Room104

Storage103

Lobby102

Council Room105

Interview110

Dispatch109

Exec Session108

Cable107

TBD106

Toilet114

Toilet118

Toilet119

Toilet168

Reception166

Vestibule101

Vest.127

Corridor136

Vest.141

Corridor142

Corridor169

VEST138

LP2-

LP2-

LP2-LP2-

LP2-

LP2-

LP2- LP2-

LP2-

LP2-

LP2-

LP2- LP2-

LP2-

GFI+48"

LP2-

LP2-

GFI+48"

LP2-

GFI+48"

LP2-

LP1-

GFI+48"

LP1-

GFI+48"

LP1-

LP1-LP1-

LP1-

LP1-

LP1-

LP1-

LP1-

LP1- LP1-

LP1-

EP1-EP1-

EP1-

LP1-

GFI+48"

LP1-

GFI+48"

LP3-

LP3-

LP3-

LP3-

LP3-

LP3-

LP3-

LP3-

LP3- LP3-

LP3- LP3-

LP3-

LP3-23

LP3-

LP3-

EP1- EP1-

EP1-

LP2-

AC-1

AC-2

EP1-

EP1-

MDP1-7

MDP1-9

ACCU-2

ACCU-1

EF-1BD

PHASE 2

PHASE 1

PHASE 2

PHASE 1

LP2-

LP2- LP2-

LP2-

LP2-LP2-

LP1- LP1- LP1- LP1-

LP1- LP1- LP1- LP1- LP1-

LP2-

EP1-

EP1-

EP1-LP2- LP2-

EP1-

EP1-

EP1-

EP1-LP1-

LP2-3/4"C (9#12)

1-3/4" C

EP1-(NOTE 2)

EP1-(NOTE 2)

EP1-(NOTE 2)

EP1-(NOTE 2)

EP1-3/4" C (3#12) TYP.

ACCU13/4" C (3#12)

ACCU23/4" C (3#12)

3/4" C (3#10)

3/4" C (3#10)

NOTE 3

NOTE 4

LP2-3/4" C (3#12)

SEE INTERCONNECTDETAIL ON E-501

EP1-(NOTE 2)

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NOTES:EXISTING INFORMATION SHOWN IS BASED ON REDSTONE ARCHITECTS PROJECT 2969.01,DRAWING E-1 DATED 12-29-1993.

ELECTRICAL POWER PLAN1E-101 SCALE: 1/8"=1'-0"

0

SCALE:

4' 8' 16'

1/8" = 1'-0"

GENERAL KEYNOTES:

1. REFEED CIRCUITS TO PANELS SHOWN. CONTRACTOR TO REBALANCE LOADS.

2. 3/4" C (3#12) TYPICAL; SINGLE GANG FLUSH MOUNTED BOX. COORDINATE WITH SECURITY COORDINATOR.

3. EQUIPMENT ROOM

TWO CIRCUITS ARE REQUIRED FOR ISOLATION AND REDUNDANCY OF THE 911 SYSTEM. EACH MUST BEWIRED TO A SEPARATE 20-AMPERE CIRCUIT BREAKERS AND PROVIDE (2) FOURPLEX OUTLET WITHINDIVIDUAL HOT, NEUTRAL AND GROUND WIRE. SURGE/LIGHTNING PROTECTION IS HIGHLYRECOMMENDED.

A UPS TO SUPPORT ALL POWER 9-1-1 EQUIPMENT AND SERVERS IS STRONGLY RECOMMENDED TOSUPPORT CONTINUOUS OPERATION

ALL AC SYSTEMS REQUIRE A #10 AWG PERSONAL HAZARD GROUND CONDUCTOR FROM THE IG BUS WITHINTHE AC PANEL TO A PROVIDED GROUND WINDOW/BUS INSTALLED IN THE SWITCH-ROOM THIS GROUNDCONDUCTOR MUST BE IDENTIFIED/LABELED AT BOTH ENDS (RUN CIRCUITS BACK TO PANEL EP1)

4. CALL TAKER/DISPATCH/SUPERVISOR POSITIONS (COORDINATE WITH ARCHITECT FOR FURNITURE LAYOUT)

EACH DISPATCHER AND SUPERVISOR WORKSTATION POSITION REQUIRES ONE DEDICATED 20-AMPERECIRCUIT. EACH CIRCUIT MUST BE WIRED TO AN INDIVIDUAL 20-AMPERE CIRCUIT BREAKER EACH CIRCUITMUST PROVIDE (1) FOURPLEX OUTLET WITH INDIVIDUAL HOT, NEUTRAL AND GROUND WIRES. A UPSSUPPORTING ALL 9-1-1 WORKSTATION EQUIPMENT AT EACH POSITION IS NOT PROVIDED BUT STRONGLYRECOMMENDED TO SUPPORT CONTINUOUS OPERATION

ADDITIONAL CIRCUITS MAY BE REQUIRED FOR OTHER NON-EMERGENCY EQUIPMENT. THESE CIRCUITS MAYBE SHARED AMONG THE OTHER DISPATCH POSITIONS BASED ON THE RECOMMENDATION OF THEAGENCY'S ELECTRICAL CONTRACTOR AND THE POWER NEEDS OF THE AGENCY'S DISPATCHERS. (RUNCIRCUITS BACK TO PANEL EP1)

Page 21: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

UP

1 1

22

33

3.5

4.0

3.4

3.8

A

A

B

B

C

C

D

D

E

E C.4

Police Armory116

Conference117

Briefing/ Reports121

Chief122

Sergeant123

Investigation124

Files/ Copy113

Office115

Mens Locker/Toilet125

Womens Locker/Toilet126

Cell 1130

Cell 2131

Booking129

Toilet128

Corridor132

Sally Port140

Property BulkStorage

139

Interview135Elec.

172

Wellness159Lounge

165

Server151

Mechanical144

Voting TreasuryStorage

145

Building/Assessing Storage

146

Janitor150

Staff Toilet149

City Manager147Planning

148

Conference156

Clerk157

Assesor161

Treasury162

Conference163

Open Office155

Toilet167

Toilet154

Toilet153

Shower152

Storage120

Closet117A

Janitor171

Evidence Storage134

Vault170

Vest.133

Server111

Toilet112

Conference Room104

Storage103

Lobby102

Council Room105

Interview110

Dispatch109

Exec Session108

Cable107

TBD106

Toilet114

Toilet118

Toilet119

Toilet168

Reception166

Vestibule101

Vest.127

Corridor136

Vest.141

Corridor142

Corridor169

VEST138

L1daE

L1da

L1

L1

L1

L1 L1

L1 L1

L1

L1

L1 L1

L1

L1L1

L1L1

L1L1

L1 L1

L1

L1 L1

L1 L1

L1

L1E

L1E

L1E

L1 L1E

L1 L1

L1EL1

L1E

L2E

L3

L1E L1E

L1 L1L1 L1 L1E

L1

L1 L1E

PHASE 2

PHASE 1

PHASE 2

PHASE 1

L1db L1dbE

L1E

L1

L1

L2dcE

L2dc L2dc

L2dc L2dc

L1

L1E

L1E

L1E

L1E

L1E

L2E

3da3db3dc

L1da

L1da

L1da L1da

L1da

L1da L1da

L1daE

L1db

L1db

L1db

L1db

L1db

L1db

L1dbE

L1dbE

4da4db

4dc

3da 3db 3dc

OS

OSOS

OS

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NOTES:EXISTING INFORMATION SHOWN IS BASED ON REDSTONE ARCHITECTS PROJECT 2969.01,DRAWING E-2 DATED 12-29-1993.

ELECTRICAL LIGHTING PLAN1E-102 SCALE: 1/8"=1'-0"

0

SCALE:

4' 8' 16'

1/8" = 1'-0"

GENERAL KEYNOTES:

1. CIRCUITING SHOWN IS SCHEMATIC IN NATURE FIELD VERIFY.

2. EXTEND EXISTING CONDUIT AND LIGHTING CIRCUITS SHALL BE USED FORNEW LIGHTING SHOWN. REMOVE UNUSED CONDUIT AND WIRE BACK TOSOURCE OR NEAREST JUNCTION TO REMAIN IN SERVICE.

Page 22: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

UP

1 1

22

33

3.5

4.0

3.4

3.8

A

A

B

B

C

C

D

D

E

E C.4

Police Armory116

Conference117

Briefing/ Reports121

Chief122

Sergeant123

Investigation124

Files/ Copy113

Office115

Mens Locker/Toilet125

Womens Locker/Toilet126

Cell 1130

Cell 2131

Booking129

Toilet128

Corridor132

Sally Port140

Property BulkStorage

139

Interview135Elec.

172

Wellness159Lounge

165

Server151

Mechanical144

Voting TreasuryStorage

145

Building/Assessing Storage

146

Janitor150

Staff Toilet149

City Manager147Planning

148

Conference156

Clerk157

Assesor161

Treasury162

Conference163

Open Office155

Toilet167

Toilet154

Toilet153

Shower152

Storage120

Closet117A

Janitor171

Evidence Storage134

Vault170

Vest.133

Server111

Toilet112

Conference Room104

Storage103

Lobby102

Council Room105

Interview110

Dispatch109

Exec Session108

Cable107

TBD106

Toilet114

Toilet118

Toilet119

Toilet168

Reception166

Vestibule101

Vest.127

Corridor136

Vest.141

Corridor142

Corridor169

VEST138

PHASE 2

PHASE 1

PHASE 2

PHASE 1

A/V RACK

1-2" C (LAN)1-3" C (A/V)

LAN RACK

SEE INTERCONNECTDETAIL ON E-501

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GENERAL KEYNOTES:

1. REFEED CIRCUITS TO PANELS SHOWN. CONTRACTOR TO REBALANCE LOADS.

2. EMPTY CONDUITS SHALL BE PROVIDED WITH NYLON PULL STRINGS.

3. ELECTRICAL TRADES TO COORDINATE TELEPHONE OUTLET LOCATIONS WITH OWNERSREPRESENTATIVE.

4. NOTE COORDINATE OUTLET BOX LOCATIONS FOR MICROPHONES, KEYPADS, AND CCTV CAMERA WITHSECURITY SYSTEM INSTALLER

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NOTES:EXISTING INFORMATION SHOWN IS BASED ON REDSTONE ARCHITECTS PROJECT 2969.01,DRAWING E-3 DATED 12-29-1993.

ELECTRICAL COMMUNICATIONS PLAN1E-103 SCALE: 1/8"=1'-0"

0

SCALE:

4' 8' 16'

1/8" = 1'-0"

Page 23: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

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Sheet ####

Page 24: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

LUMINAIRE SCHEDULE

MAIN BKR.:

CIRCUITDESCRIPTION

SHALL BE

INTERRUPTING AMPERE CURRENTRATING FOR THIS ASSEMBLY

Denotes "Lock-On" Device

TOTAL CONNECTED KVA =

TOTAL DEMAND KVA =

INTERRUPTING AMPERE CURRENTRATING FOR THIS ASSEMBLYSHALL BE SYM.

8

6

5

4

9

7

120/208

MAIN DISTRIBUTION PANEL

2

3

1

SWSIZE

PANEL ID:

VOLTAGE :

No.CIR. LOAD

KVA)DESCRIPTION

PHASE :

LOAD

3 WIRE :

PANEL No.

MAIN SWITCH SIZE :

SIZESW

4

No.CIR.

1

FREE STAND.

(KVA)LOAD

DESCRIPTION

MARK :

MTG. :1000A

LOAD

MDP-1

SURFACE

ELECTRICAL CLOSET

DESCRIPTION

TOTAL DEMAND LOADTOTAL CONNECTED LOAD

9

37

INTERRUPTING AMPERE CURRENTRATING FOR THIS ASSEMBLY

Denotes "Lock-On" Device

SHALL BE

41

39

RMS. SYM

23

35

31

33

27

29

25

21

17

19

13

15

11

911 CONTROLLER POWER

911 CONTROLLER POWER

120/208

DESCRIPTION

MAINS:

7

3

5

120

VOLTS:PHASE:

SIZEBKR.CKT.

NO.

1 130

CIRCUIT3

PANEL:MAIN BKR.:

EP1

TOTAL

2300

LOAD: (VA)WIRE:

A

4

350

B C

LOAD

CIRCUIT

LOCATION:MOUNTING:

10910

RMS. SYM

INTERRUPTING AMPERE CURRENTRATING FOR THIS ASSEMBLY

38

KVAKVA

42

40

SHALL BE

Denotes "Lock-On" Device

41

39

24

36

34

32

30

28

26

22

18

20

16

14

12

37

35

31

33

27

29

25

23

21

17

19

13

15

11

TOTAL DEMAND LOADTOTAL CONNECTED LOAD

KVAKVA

42

4039

41

38

36

34

32

28

30

26

31

37

35

33

29

25

27

24

22

18

20

14

16

12

17

23

21

19

15

11

13

EMERGENCY GEN. OIL HEATER

EMERGENCY GEN. RADIATOR HTR.

EMERGENCY GEN. BATT. CHARGER

A

CKT.NO.

BC

BKR.SIZE

8

4

6

2

CIRCUITDESCRIPTION

7

20

203

5 1

1

CKT. BKR.

20SIZENO.

1 1

VOLTS:PHASE:

120/208

3 WIRE: 4

MAIN BKR.:PANEL:

MAINS:

LP1

CIRCUITDESCRIPTION

LOAD: (VA)A CB

LOAD BC

LOCATION:MOUNTING:TOTAL

SURFACE

JANITOR'S CLOSET

A VOLTS:

8

4

6

CKT.BKR.SIZE

2

NO.

3

9

7

5

NO. SIZE

1

PHASE:BKR.CKT.

PANEL:

MAINS:

SIZEBKR.

KVA

11

TOTAL DEMAND LOADTOTAL CONNECTED LOADRMS. SYM KVA

KVA

40

42

32

38

36

34

30

28

26

18

24

22

20

16

12

14

39

RMS. SYM

INTERRUPTING AMPERE CURRENTRATING FOR THIS ASSEMBLY

Denotes "Lock-On" Device

SHALL BE

41

TOTAL DEMAND LOADTOTAL CONNECTED LOAD

25

33

37

35

27

29

31

23

19

21

15

17

13

LOCATION:MOUNTING:

CIRCUITDESCRIPTION

120/208 LOAD3 WIRE: 4

LOAD: (VA)BA C

LP2

TOTALBC

4

10

8

6

SIZE NO.

2

BKR. CKT.

ELECT. CLOSET

SURFACE

A

CIRCUITDESCRIPTION

9

5

7

PHASE:CKT.

1

3

NO. SIZEBKR.

3 WIRE: 4

120/208

LP3

MAIN BKR.:PANEL:

MAINS:VOLTS:

CIRCUITDESCRIPTION

LOAD: (VA)A B C

C

TOTALLOAD

LOCATION:MOUNTING:

ELECT. CLOSET

AB

SURFACE

12

40

KVA

42

26

38

34

36

30

32

28

24

22

20

18

16

14

10

6

8

2

4

CKT.NO.

NIGHT LTG

NIGHT LTG

EMERGENCY LTG

1080

450

1350201

120

120

OFFICES

OFFICES

STORGE, PROP, MECH

DISPATCH, COPY/FILE

ARCH, INTERR, WELLNESS

TOILETS, CORRIDOR

LOBBY, STORAGE

LOBBY

CONF. ROOM

CONF. ROOM

1800

1550

184018001480

18001280

1440

1800

1800

1890

BRIEFING, EQUIP, RADIO

CORRIDOR, GUNS, VEST.

FILES, INTERVIEW

ADMINISTRATION

ADMIN, ADM. AIDE

POST & ASST. CMDR

ADMINISTRATION

ADMINISTRATION

18301800

17101350

14701350

1440

1800

1890

CELLS, STORAGE, BOOKING

SQUAD RM

DETECTIVES

DETECTIVES

MENS LOCKERS

WOMENS LOCKERS

17401620

1560990

1870

1800

1440

1260

201

201

120

201

201

201

120

201

120

1

20

201

20

201

1

201

120

201

1

120

201

20

201

201

SPARE

BRIEFING RECEPT.

GUNS & EQUIPMENT PS

RECHARGER GUNS & EQUIP.

ADMINISTRATION RECEPT.

SPARE

SPARE

ADMINISTRATIVE PARTITION

TEST, STORAGE

OFFICE VIEWING

STORAGE, TOILET ROOM

ADMINISTRATION PARTITION

ADMINISTRATION PARTITION

ADMINISTRATION PARTITION

ADMINISTRATION PARTITION

SPARE

SPARE

RADIO RM PS

RADIO RM PS

CUH-1, VVB'S, EF-1

FILE, INTERVIEW

SPARE

SPARE

SPARE

SPARE

SPARE

120

201

20

201

1

201

1

120

201

20

201

20

201

1

201

1

1

20

201

20

201

20

201

1

201

120

201

POST CMDR, ASST, ADM AIDE

POST CMDR, ASST, ADM AIDE

RADIO RECHARGE IN CUBICLE

RADIO RECHARGE IN CUBICLE

RADIO RECHARGE IN CUBICLE

RADIO RECHARGE IN CUBICLE

RADIO RECHARGE IN CUBICLE

12601170

1440810

11701000

10801170

7201170

10801080

1080900

12601080

9001076

720

720

720

SPARE

DETECTIVE RECEPT.

VVB'S, CUH-2, UH-1, UH-2

EF-2, EF-3

DETECTIVE RECEPT.

DETECTIVE RECEPT.

EVIDENCE STORAGE RECEPT.

INTERVIEW RECEPT.

CAR LIFT

201

201

201

201

120

120

20

120

1

2

120

1

120

20

201

20

20

120

1

SPARE

SPARE

SPARE

SPARE

SQUAD RM RECEPT.

EWC GARB DISPOSAL

LOCKER RM RECEPT.

SALLY PORT, BULK STOR.

GARAGE DOOR

GARAGE DOOR

SPARE

GARAGE DOOR

BOOKING, SALLY PORT RECEPT.

1080720

10801000

7201080

9001080

7201080

19001180

14001180

14401180

1440

BOILER CONTROL PANEL

DETECTIVES

SQUAD RM

RADIO RM PS

RADIO RM PS

ADMIN. PARTITION

ADMIN. PARTITION

ADMIN PARTITION

STORAGE, TEST, VIEWING

COPY/FILE & TOILET

MISC. AREAS LOCAL

SPACE ONLY

SECURITY POWER

SPACE ONLY

22,000

BOILER BLOWER

SPACE ONLY

TRANSCEIVER

COPIER

DISPATCH PS

DISPATCH PS

DISPATCH PS

DISPATCH PS

SPARE

SPARE

1 1/2 HP

PUMP P-2

PUMP P-1

1 1/2 HP

1

1

20

201

20

201

301

120

120

120

120

120

120

120

120

500

1650

683

1080

1080

1440

683

6831440

683

6831440

1260

10801080

10801800

10801800

5401440

7201200

15001000

31.7

25.3

201

120

20

3

3

20

SPARE

CONTROLS

CONFERENCE

EWC,CUH-4,VVB'S

TOILERT RM & LOUNGE

VENDING MACH.

VENDING MACH.

OFFICE RECEPT.

OFFICE RECEPT.

OFFICE RECEPT.

OFFICE RECEPT.

SPARE

22,000

STORAGE

CUH-3, EWC, P-3

WELLNESS RM

OFFICE RECEPT.

LOCKER RECEPT.

COPY/FILE DED.

COPY/FILE DED

DISPATCH

DISPATCH

DISPATCH

DISPATCH

SPARE

SPARE

SPARE

SKYLIGHT

SPARE

800

4001800

9001080

10101800

10801440

1200200

1200200

900900

900540

12601080

800900

1080

125

100A225

1515013930

12370

41.5

39.2

225

1440

1440

22,000 39.137.0

11886

13710

13530

225

SPARE

SPARE

SPACE ONLY

SPACE ONLY

31.429.5

22,000

HVAC-1

55 TON

LP-1

LP-2

LP3

FUTURE

EXPANSION

EP1

PARKINGLOT LIGHTING

ACCU-1

ACCU-2

30A

30A

100A

3P

FU@200A

30A

FU

30A

3P

@

200A

FU

200A

3P

@

200A

200A

@

3P

FU

200A

200A

@

3P

FU

400A

400A

@

3P

FU

FU@200A

3P

200A

143.2

41.5

39.5

31.4

42,000

290.3

278.5

11550103509560

EXE: EDGE LIT 120 VOLT AC EMERGENCY EXIT LIGHT, WALLSURFACE MOUNT, SINGLE FACE, RED LETTERS, (2) 8W T-5FLUORESCENT LAMPS AND HPF ENERGY SAVING BALLAST.

ALKCO WP-210 SERIES OR APPROVED

EX: SELF CONTAINED AC/DC EMERGENCY EXIT LIGHT, UNIVERSALMOUNT, RED LETTERS ON BRUSHED ALUMINUM FACE, BLACKDIE CAST ALUMINUM HOUSING, DIFFUSE LED LAMP WITHNOMINAL 20 YEAR LIFE, NICKEL CADMIUM MAINTENANCE-FREEBATTERY VOLT METER, TEST SWITCH, 120 VOLT OPERATION.

LITHONIA LES ELN SERIESSURE-LITE CAX SERIES

EM: SELF CONTAINED SURFACE MOUNTED EMERGENCY BATTERYUNIT WITH (2) 8 WATT SEALED BEAM HALOGEN LAMPS, TESTSWITCH AND NICKEL CADMIUM MAINTENANCE-FREE BATTERY,(WITH DELAY FOR USE WITH H.I.D. LIGHTING AS INDICATED ONTHE DRAWINGS) 120 VOLT OPERATION AND 6 VOLT DC.

LITHONIA ELT16N SERIES DUAL LITE LUMENETTE ML-7E SERIES

PRESCOLITE ESB7 SERIESEMERG1-LITE LS SERIES

EMR: SELF CONTAINED RECESS MOUNTED EMERGENCY BATTERY UNITFOR USE IN LAY-IN CEILING OR WALL MOUNTED AS INDICATED ONTHE DRAWINGS WITH (2) 8 WATT SEALED BEAM HALOGENLAMPS, TEST SWITCH AND NICKEL CADMIUM MAINTENANCE-FREEBATTERY, (WITH DELAY FOR USE WITH H.I.D. LIGHTING ASINDICATED ON THE DRAWINGS) 120 VOLT OPERATION AND 6 VOLTDC, MAXIMUM 12"L X 8"W X 3.5"D BACK BOX.

DUAL-LITE EZ-2R SERIESALKCO AXC-R SERIESPRESCOLITE ERC2 SERIESEMERG1-LITE RS SERIES

FA: 2 FT. X 4 FT. SPECIFICATION GRADE RECESSEDFLUORESCENT TROFFER FOR USE IN LAY-IN CEILING, (4)40W T-8 3500K HIGH COLOR RENDERING LAMPS AND LOWHARMONIC DISTORTION, ELECTRONIC 120 VOLTBALLAST, .125" THICK PRISMATIC LENS.

LITHONIA 2SP440 SERIESMETALUX GS SERIES

FB: 2 FT. X 2 FT. RECESSED FLUORESCENT TROFFER FOR USEIN LAY-IN CEILING, (2) 40W PL-L 3500K HIGH COLORRENDERING LAMPS AND LOW HARMONIC DISTORTION,ELECTRONIC 120 VOLT BALLAST, .125" THICK PRISMATICLENS.

LITHONIA 2SP240 SERIESMETALUX GS SERIES

FC: SURFACE MOUNTED COMPACT FLUORESCENT DRUMLUMINAIRE, WHITE ALUMINUM HOUSING, WHITE OPAL DRUM, (2)13W PL, LAMPS 3500K, 120 VOLT HPF MAGNETIC BALLAST.

PRESCOLITE CAT NO. 9401-26 OR APPROVED.

FD: 2 FT. X 4 FT. SPECIFICATION GRADE RECESSEDFLUORESCENT TROFFER FOR USE IN LAY-IN CEILING,(4) 40W T-8 3500K HIGH COLOR RENDERING LAMPS LOWHAROMIC DISTORTION, DIMMIBLE ELECTRONIC 120 VOLTBALLAST, 0.5" PARACUBE LENS.

LITHONIA 2SP440 SERIESMETALUX GS SERIES

FE: 4 FT. FLUORESCENT STRIP LIGHT, (2) 40W T-8 3500K HIGHCOLOR RENDERING LAMPS AND LOW HARMONICDISTORTION ELECTRONIC 120 VOLT BALLAST AND REQUIREDMOUNTING BRACKET.

LITHONIA EJ240 SERIESMETALUX IA240 SERIES

FF: 1 FT. X 4 FT. SURFACE MOUNTED FLUORESCENT HIGHSECURITY LUMINAIRE, 14 GA HEAVY DUTY HOUSING. .125"PRISMATIC ACRYLIC/.187" CLEAR POLYCARBONATE LENS, (2)40W T-8 3500K HIGH COLOR RENDERING LAMPS, LOWHARMONIC DISTORTION ELECTRONIC 120 VOLT BALLAST,ALLENHEAD TAMPER PROOF FASTENERS.

NORTHERN LIGHT SSAD SERIESFAIL SAFE FUS SERIES

FG: STAGGERED STRIP CHANNEL FLUORESCENT (2) 40W T-8 3500KHIGH COLOR RENDERING LAMPS AND LOW HARMONICDISTORTION 120 VOLT ELECTRONIC BALLAST AND REQUIREDMOUNTING BRACKETS, LENGTH AS INDICATED ON DRAWINGS.

LITHONIA SS240 SERIESMETALUX SL240 SERIES

FH: 2 FT. X 4 FT. SPECIFICATION GRADE RECESSED FLUORESCENTTROFFER FOR USE IN LAY-IN CEILING, (4) 40W T-8 3500K HIGHCOLOR RENDERING LAMPS AND LOW HAROMIC DISTORTION,ELECTRONIC 120 VOLT BALLAST, 0.5" PARACUBE LENS.

LITHONIA 2SP440 SERIESMETALUX GS SERIES

FJ: THIN LINE UNDER CABINET FLUORESCENT LUMINAIRE, (1) F40T-8 3500K HIGH COLOR RENDERING LAMPS 120 VOLT HPFBALLAST, ROCKER SWITCH, WHITE FINISH.

NULITE 112 SERIES.

HA: WALL MOUNTED 175W METAL HALIDE LUMINAIRE, DIE CASTALUMINUM HOUSING, MEDIUM BRONZE FINISH, HPFCONSTANT WATTAGE AUTO TRANSFORMER 120 VOLTBALLAST U.L. LISTED FOR OUTDOOR USE.

LITHONIA TWH SERIESHUBBELL PERIMALITER SERIES

HB: CEILING MOUNTED 100W LOW-BAY LUMINAIRE, WHITE SPUNALUMINUM HOUSING, ACRYLIC REFRACTOR, HPF CONSTANTWATTAGE AUTO TRANSFORMER 120 VOLT BALLAST QUICKMOUNT PLATE FOR SURFACE MOUNTING. U.L. LISTED FORDAMP LOCATION.

LITHONIA TGR SERIESHUBBELL LIGHT WATT SERIES

HC: ARM MOUNTED PARKING LOT LUMINAIRE, 250 WATT SUPER METAL HALIDE LAMP,FORWARD THROW TYPE DISTRIBUTION, PLATINUM EXTRUDED ALUMINUM HOUSING, TRIMBAND COLOR TO MATCH FOREMOST MANUFACTURING CO., "COLONIAL BLUE" (SEESECTION 07610 PG.3), 120 VOLT HPF CONSTANT WATTAGE AUTO TRANSFORMERBALLAST, U.L. LISTED FOR WET LOCATION.

LSI SEABROOK SOLID TOP SERIESSTERNER GLENDALE SERIES

HD: ARM MOUNTED PARKING LOT LUMINAIRE 175 WATT SUPER METALHALIDE, TYPE III MEDIUM CUT-OFF DISTRIBUTION, PLATINUMEXTRUDED ALUMINUM HOUSING, TRIM BAND COLOR TO MATCHFOREMOST MANUFACTURING CO., "COLONIAL BLUE" (SEE SECTION07610 PG.3), LUMINAIRE DIMENSIONS TO MATCH HC, 120 VOLT HPFCONSTANT WATTAGE AUTO TRANSFORMER BALLAST, U.L. LISTEDFOR WET LOCATION.

LSI SEABROOK SOLID TOP SERIESSTERNER GLENDALE SERIES

P: POLES SHALL BE DARK BRONZE FINISH TO MATCH HC & HD, 20 FT. 5"SQUARE NON-TAPERED ALUMINUM POLE, WITHSTAND 80 MPH WINDSWITH BASE COVER. ALL POLES SHALL BE THE SAME, WITH REQUIREDMOUNTING BRACKETS.

HE: POST TOP 100 WATT METAL HALIDE LUMINAIRE (2) 16"ACRYLIC WHITE GLOBES, 11 FT. OVER ALL HEIGHTSTANDARD FINISH AS SELECTED BY ARCH, HPF 120VOLT CONSTANT WATTAGE AUTO TRANSFORMERBALLST. U.L. LISTED FOR WET LOCATION.

STERNBERG G1880PM W/BALL CENTER CAP ON3610-TPOST.

HF: SIDE ARM MOUNTED 50 WATT METAL HALIDE LUMINAIRE 18"ACRYLIC WHITE GLOBE, STANDARD FINISH AS SELECTED BYARCH, HPF 120 VOLT CONSTANT WATTAGE AUTOTRANSFORMER BALLAST, U.L. LISTED FOR WET LOCATION.

STERNBERG G1880 SERIES.

HG: FLAG POLE FLOODLIGHT, 175 WATT METAL HALIDE, DARKBRONZE HOUSING, STANCHION MOUNTED, NEMA 2X2DISTRIBUTION (11 X 22 VISUAL BEAM), 120 VOLT HPFCONSTANT WATTAGE AUTO TRANSFORMER BALLAST, U.L.LISTED FOR WET LOCATION.

STERNER INFRANOR 835 SERIES

HI: 70 WATT METAL HALIDE RECESSED DOWNLIGHT, SAFETY GLASSENCLOSURE FOR MH USE, CLEAR SPECULAR REFLECTOR, 7"APERATURE THERMAL PROTECTED, REQUIRED MOUNTINGBRACKET, WHITE PAINTED TRIM FLANGE, 120 VOLT HPFCONSTANT WATTAGE AUTO TRANSFORMER BALLAST, 20 SLOPEDCEILING ADAPTER. U.L. LISTED FOR DAMP LOCATION.

LITHONIA GOTHAM AH SERIES OR APPROVED BY OMEGA

HJ: 32 WATT RECESSED WALL WASH, 6" APERTURE, SAFETYGLASS ENCLOSURE FOR MH USE, CLEAR SPECULARREFLECTOR, WHITE TRIM FLANGE, THERMAL PROTECTION,REQUIRED MOUNTING BRACKET, 120 VOLT HPF CONSTANTWATTAGE AUTOTRANSFORMER BALLAST.

LITHONIA GOTHAM AHW SERIES OR APPROVED BY OMEGA

HK: GROUND SIGN FLOODLIGHT, 100 WATT METAL HALIDE, DARKBRONZE HOUSING, STANCHION MOUNTED, NEMA 5X6DISTRIBUTION (41X71 VISUAL BEAM), 120 VOLT HPFCONSTANT WATTAGE AUTO TRANSFORMER BALLAST, U.L.LISTED FOR WET LOCATION. VERIFY DISTANCE FROM SIGNCOORDINATE SIGN DIMENSIONS

STERNER INFRANOR 835 SERIES

1A: WALL MOUNTED FOR SKYLIGHT ACCENT, WHITE OPALGLASS (2) 13W PL FLUORESCENT LAMPS 3500K, HPFENERGY SAVING MAGNETIC BALLAST.

BEGA 2685 P OR APPROVED

IB: RECESSED INCANDESCENT DOWNLIGHT FOR USE IN LAY-INCEILING, 6" APERATURE, CLEAR SPECULAR REFLECTOR, 100WA-19 LAMPS. REQUIRED MOUNTING, WHITE PAINTED TRIMFLANGE, 120VOLT

LITHONIA GOTHAM R04 SERIES

IC: RECESSED INCANDESCENT DOWNLIGHT FOR USE IN LAY-INCEILING 6" APERATURE, ADJUSTABLE EYEBALL, 75W R30WLAMP, REQUIRED LAMP, REQUIRED MOUNTING, WHITEPAINTED TRIM FLANGE

LITHONIA GOTHAM RE1 SERIES

ID: WALL MOUNTED INCANDESCENT LUMINAIRE WHITE ALUMINUMHOUSING 12" PRISMATIC GLASS DIFFUSER (2) 75 WATT, A-19LAMPS.

LITHONIA CATALOG No. WUP

L1: 2FT. X 4FT. RECESSED LED LUMINARE FOR USE IN LAY-INCEILING. 43W 2000 LUMENS. 82 CRI, 3500 KELVIN.ELECTRONIC 120 VOLT BALLAST.

LITHONIA 2GTL SERIES

L1E: 2FT. X 4FT. RECESSED LED LUMINARE FOR USE INLAY-IN CEILING. 43W 2000 LUMENS. 82 CRI, 3500 KELVIN.EL14L 1400 LUMEN EMERGENCY BATTERY. ELECTRONIC120 VOLT BALLAST.

LITHONIA 2GTL SERIES

L2: 2FT. X 2FT. RECESSED LED LUMINARE FOR USE IN LAY-INCEILING. 43W 2000 LUMENS. 82CRI, 3500 KELVIN.ELECTRONIC 120 VOLT BALLAST.

LITHONIA 2GTL SERIES

L2E: 2FT. X 2FT. RECESSED LED LUMINARE FOR USE INLAY-IN CEILING. 43W 2000 LUMENS. 82 CRI, 3500 KELVIN.EL14L 1400 LUMEN EMERGENCY BATTERY. ELECTRONIC120 VOLT BALLAST.

LITHONIA 2GTL SERIES

L3: 5" RECESSED LED DEAD FRONT SHOWERLIGHT. 55W 3700LUMENS. ACRYLIC ENAMELED ALUMINUM HOUSING.ELECTRONIC 120 VOLT BALLAST. 84 CRI. LISTED FOR WETLOCATION.

KIRLIN LRR-05435 SERIES

HH: 100 WATT METAL HALIDE RECESSED DOWNLIGHT, SAFETYGLASS ENCLOSURE FOR MH USE, CLEAR SPECULARREFLECTOR, 7" APERATURE THERMAL PROTECTED, REQUIREDMOUNTING BRACKET, WHITE PAINTED TRIM FLANGE, 120 VOLTHPF CONSTANT WATTAGE AUTO TRANSFORMER BALLAST, 20SLOPED CEILING ADAPTER.

LITHONIA GOTHAM AH SERIES OR APPROVED BY OMEGA

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Sheet ####

GENERAL NOTES:

1. REFEED CIRCUITS TO PANELS SHOWN. CONTRACTOR TO REBALANCE LOADS.

* ADD BREAKERS AS NEEDED FOR 911 SYSTEM

Page 25: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

1. ALL MECHANICAL WORK SHALL BE IN STRICT COMPLIANCE WITH THE MICHIGAN MECHANICALCODE (MMC) AND APPLICABLE PROVISIONS OF THE INTERNATIONAL FUEL GAS CODE (IFGC).

2. THESE SHEETS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALLPOSSIBLE CONDITIONS. IT IS INTENDED THAT A COMPLETE SYSTEM BE PROVIDED WITH ALLNECESSARY EQUIPMENT, APPURTENANCES, AND CONTROLS. THE SYSTEM SHALL BECOMPLETELY COORDINATED WITH ALL DISCIPLINES. ALL PARAMETERS GIVEN IN THESEDOCUMENTS SHALL BE STRICTLY CONFORMED TO. ANY ITEM AND LABOR REQUIRED FOR ACOMPLETE SYSTEM IN ACCORDANCE WITH ALL APPLICABLE CODES, STANDARDS, ANDTHESE CONTRACT DOCUMENTS SHALL BE FURNISHED WITHOUT INCURRING ANYADDITIONAL COST TO THE OWNER. CAREFULLY REVIEW ALL CONTRACT DOCUMENTS ANDTHE DESIGN OF OTHER TRADES BEFORE PREPARING SHOP DRAWINGS.

3. THESE GENERAL NOTES PRESENT AND/OR SUMMARIZE KEY PROJECT INFORMATION FORTHE DRAWING READER'S CONVENIENCE. SEE ALSO INDIVIDUAL DRAWING NOTES ANDPROJECT SPECIFICATIONS FOR FURTHER DETAILS AND REQUIREMENTS.

4. ALL REFERENCES TO REFERENCE STANDARDS HEREIN ARE TO MOST RECENT ISSUE INEFFECT AS OF THE DATE OF THESE DOCUMENTS, UNLESS NOTED OTHERWISE IN PROJECTSPECIFICATIONS OR ON THE DRAWINGS.

5. SUBMIT SHOP DRAWINGS, PROJECT DATA AND SAMPLES AS SPECIFIED IN THE PROJECTSPECIFICATIONS.

6. ALL EXISTING DIMENSIONS SHOWN WITH THE ± SYMBOL ARE APPROXIMATE AND SHALL BEFIELD VERIFIED BY THE CONTRACTOR BEFORE FABRICATION AND CONSTRUCTION.

7. DIMENSIONS MARKED WITH AN “X” SHALL BE DETERMINED BY EQUIPMENT MANUFACTURER.

8. PROVIDE INSECT SCREEN AT THE OPENING OF ALL VENTS THAT TERMINATE OUTDOORS.

9. ALL AIR EXHAUST AND INTAKE OPENINGS THAT TERMINATE OUTDOORS SHALL BEPROTECTED BY CORROSION-RESISTANT SCREENS, LOUVERS, OR GRILLES. OPENINGS INSCREENS, LOUVERS OR GRILLES SHALL BE SIZED ACCORDING TO THE MICHIGANMECHANICAL CODE AND SHALL BE PROTECTED AGAINST LOCAL WEATHER CONDITIONS.

10. ALL MECHANICAL EQUIPMENT AND BOILERS WORK SHALL BE IN STRICT COMPLIANCE WITHTHE MICHIGAN MECHANICAL CODE AND OTHER STATE AND LOCAL REGULATIONS. ALLEQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS, MANUFACTURER'SSPECIFICATIONS AND GOVERNING MICHIGAN MECHANICAL CODE, INTERNATIONAL FUEL GASCODE, AND MICHIGAN BOILER RULES.

11. ALL LOW PRESSURE SUPPLY DUCTWORK SHALL BE WRAPPED WITH DUCT WRAP. SEESPECIFICATION FOR ADDITIONAL INSULATION REQUIREMENTS.

12. OUTSIDE AIR DUCTWORK SHALL BE WRAPPED WITH DUCT WRAP.

13. EXHAUST AIR DUCTWORK SHALL NOT REQUIRE INSULATION EXCEPT WHERE INDICATED ONTHE DRAWINGS.

14. ALL DUCTWORK IS SHOWN AS FREE AREA INSIDE DIMENSIONS.

15. USE SPIN-INS WITH SCOOP AND VOLUME DAMPER FOR ROUND TAKE-OFFS FROM SQUAREDUCT.

16. USE 45 DEGREE TAPS FOR ROUND TO ROUND TAKE-OFFS, PROVIDE VOLUME DAMPERS ATEACH TAKE OFF.

17. DO NOT CONSTRUCT OR INSTALL TAPS OUT OF REDUCERS, TEES OR ELBOWS.

18. ALLOW FOR FIELD MEASURED OFFSETS OR TRANSITIONS, ELBOWS, ECT.

19. DOVETAIL AND/OR SEAL TIGHT FACE MOUNTED TAP-INS ARE NOT ACCEPTABLE.

20. SUPPORT ALL FLEXIBLE DUCTWORK AS SHOWN IN SMACNA FIGURE 3-9, 1985. TOTAL LENGTHOF FLEX DUCT NOT TO EXCEED 5'-0". FLEX DUCT SHALL NOT BE USED FOR ELBOWS EXCEPTFOR DIFFUSER RUNOUTS. DO NOT USE FLEX DUCT IN EXPOSED AREAS.

21. GRILLES, REGISTERS, AND DIFFUSERS CONNECTED BY FLEXIBLE DUCT SHALL BESUPPORTED INDEPENDENTLY FROM THE FLEXIBLE DUCT.

22. ELBOWS SHALL BE 90 DEGREE ELLS WITH DOUBLE THICKNESS TURNING VANES OR WHERESPACE PERMITS RADIUS FITTING WITH CENTERLINE RADIUS EQUAL TO 1.5 TIMES THE DUCTWIDTH CENTERLINE. NO OTHERS WILL BE ALLOWED.

23. COORDINATE FINAL LOCATION OF ALL REGISTERS, GRILLES, DIFFUSERS, ECT. WITHARCHITECTURAL DRAWINGS, AND LIGHTING PLANS.

24. COORDINATE THE EXACT LOCATION AND SIZE OF ALL ROOF, WALL AND SLAB PENETRATIONSWITH THE ARCHITECTURAL DRAWINGS.

25. MOUNT THERMOSTATS WHERE INDICATED ON PLANS, 4'-0” A.F.F. UNLESS NOTEDOTHERWISE.

26. ALL WORK IN THIS PACKAGE SHALL BE COORDINATED WITH OWNER TO AVOID SHUTDOWNOF UTILITIES.

27. ALL PRODUCTS LISTED ARE SHOWN FOR BASIS OF DESIGN ONLY. PRODUCTS MAY BESUPPLIED ON AN “OR EQUAL” BASIS.

28. MECHANICAL CONTRACTOR SHALL COORDINATE CONTROL AND SUPPLY VOLTAGES FOR ALLEQUIPMENT PROVIDED WITH ELECTRICAL CONTRACTOR PRIOR TO PREPARING SHOPDRAWINGS AND EQUIPMENT PROCUREMENT.

TURNING VANES

BACK DRAFT DAMPER

FIRE DAMPER

FIRE / SMOKE DAMPER

DAMPER MOTORIZED

TEXT BRACKET

CONNECTION TO EXISTING.

PRESSURE STAT

PRESSURE SWITCH

BULB T-STAT

THERMOMETER

T-STAT - ELECTRIC

T-STAT - PNEUMATIC

DUCT DETECTOR

FIRE STAT

FREEZE STAT

HUMIDISTAT

SMOKE DETECTOR

DUCT FAN

DUCT FAN AIR DIRECTION

DUCT FAN AXIAL - SCHEMATIC

COOLING TOWER - SCHEMATIC

EXPANSION TANK

MANUAL VOLUME DAMPER

SPIN-IN W/O VOLUME DAMPER

CEILING DIFFUSER - 2 WAY

BRANCH SUPPLY/RETURN

DUCT - EXHAUST

DIRECTIONAL FLOW

ELEVATION CHANGE

DUCT FLEX

RETURN AIR - DOWN

ROUND PIPE/DUCT SECTION

ROUND DUCT - UP

STANDARD BRANCH RETURN

RECT. TO ROUND TRANSITION

AIR TRANSFER

WALL SUPPLY REGISTER

INTAKE LOUVER W/ SCREEN

DUCT TANSITION

SPIN-IN W/ VOLUME DAMPER

CEILING DIFFUSER - 3 WAY

CEILING DIFFUSER - CORNER

CEILING DIFFUSER - ROUND

LINEAR DIFFUSER

LINEAR SLOT DIFFUSER - UP

STANDARD BRANCH SUPPLY

DAMPER CONTROL PNEUMATIC

HEAT EXCHANGER - SCHEMATIC

UNIT HEATER

MUSHROOM FAN

UP-BLAST FAN

BLOWER FAN

ROOF EXHAUST FAN / HOOD

FAN INLINE

ROOF SUPPLY FAN / HOOD

MIX TERM UNIT - SCHEMATIC

REHEAT TERM UNIT - SCHEMATIC

REHEAT TERM VA - SCHEMATIC

CEILING DIFFUSER - 4 WAY

DIFFUSER / REGISTER TAG

EQUIPMENT TAG

DUCT - RETURN

RETURN AIR - UP

SUPPLY AIR - DOWN

SUPPLY AIR - UP

ROUND DUCT - DOWN

DAMPER - MOTORIZED

DAMPER - PNEUMATIC

FLOW SWITCH

T

T

FS-1

FZ-1

H

SD

CONDENSER - SCHEMATIC

HC

MTU

RHTU

VAVTU

M

A

TAG-#TAG-#

TAG-# CFM

R

S

TG

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A

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# NUMBER, POUND% PERCENT& AND@ AT°F DEGREES FAHRENHEIT°C DEGREES CENTIGRADEAAD AUTOMATIC AIR DAMPERABAN ABANDONEDAC AIR CONDITIONERACCU AIR COOLED CONDENSING UNITAD AIR DRYERAFF ABOVE FINISHED FLOORAHU AIR HANDLING UNITAPD AIR PRESSURE DROPAPPROX APPROXIMATELYAS AIR SEPARATORASHRAE AMERICAN SOCIETY OR HEATING, REFRIGERATION,

AND AIR CONDITIONING ENGINEERSASME AMERICAN SOCIETY OF MECHANICAL ENGINEERSASTM AMERICAN SOCIETY OF TESTING MATERIALSAWS AMERICAN WELDING SOCIETYBDD BACKDRAFT DAMPERBFF BELOW FINISHED FLOORBOD BOTTOM OF DUCTBOS BOTTOM OF STEELBTU BRITISH THERMAL UNITBTUH BRITISH THERMAL UNIT PER HOURCAP CAPACITYCD CEILING DIFFUSERCFH CUBIC FEET PER HOURCFM CUBIC FEET PER MINUTECFS CUBIC FEET PER SECONDCUH CABINET UNIT HEATERCV CONTROL VALVECW CITY WATERCWR COOLING WATER RETURNCWS COOLING WATER SUPPLYDEG, ° DEGREESDEMO DEMOLITIONDG DOOR GRILLEDHU DEHUMIDIFICATION UNITDN DOWNDX DIRECT EXPANSIONEA EACHEAG EXHAUST AIR GRILLEEAT ENTERING AIR TEMPERATUREEDB ENTERING DRY BULB TEMPERATUREEFF EFFICIENCYEAR EXHAUST AIR REGISTERESP EXTERNAL STATIC PRESSUREET EXPANSION TANKEWB ENTERING WET BULB TEMPERATUREEWT ENTERING WATER TEMPERATUREEXH EXHAUSTEXST, (E) EXISTINGF FILTERFAI FRESH AIR INTAKEFCU FAN COIL UNITFF FINISHED FLOORFG FLOOR GRILLEFL FLANGEFLEX FLEXIBLEFPM FEET PER MINUTEFT, ' FOOT, FEETFTR FIN TUBE RADIATORHC HEATING COILHDPE HIGH DENSITY POLYETHYLENEHOA HAND OFF AUTOHP HORSE POWERHPC HIGH PERFORMANCE COATINGHTG HEATINGHTR HEATERHVAC HEATING VENTILATION AND AIR CONDITIONINGHW HOT WATER (DOMESTIC)HWC HOT WATER CIRCULATIONHWH HOT WATER HEATERHWP HOT WATER PUMPHWR HOT WATER RETURNHWS HOT WATER SUPPLYHHWR HEATING HOT WATER RETURNHHWS HEATING HOT WATER SUPPLYHWT HOT WATER TANKID INSIDE DIAMETERIDEN INDENTIFY, INDENTITYIL INTAKE LOUVERIN, " INCHKW KILOWATTL LENGTHLAT LEAVING AIR TEMPERATURELDB LEAVING DRY BULBLPC LOW PRESSURE CONDENSATELV LOUVERLWB LEAVING WET BULBLWT LEAVING WATER TEMPERATUREMAU MAKE-UP AIR UNITMAX MAXIMUMMCC MOTOR CONTROL CENTERMD MOTORIZED DAMPERMECH MECHANICALMEZZ MEZZANINEMFR MANUFACTURERMIN MINIMUMN.C. NORMALLY CLOSEDN.O. NORMALLY OPENN/A NOT APPLICABLENTS NOT TO SCALEOA OUTSIDE AIROAD OUTSIDE AIR DAMPEROCU ODOR CONTROL UNITOD OUTSIDE DIAMETERPD PRESSURE DROPPH / PHASEPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPSIG POUNDS PER SQUARE INCH GAUGEPVC POLYVINYL CHLORIDE

R RADIUSRA RETURN AIRRAD RETURN AIR DAMPERRAG RETURN AIR GRILLERAR RETURN AIR REGISTERRCU REMOTE CONDENSING UNITRED REDUCERREG REGISTERRET RETURNRHC REHEAT COILRPM REVOLUTIONS PER MINUTESA SUPPLY AIRSAD SUPPLY AIR DIFFUSERSAG SUPPLY AIR GRILLESAR SUPPLY AIR REGISTERSF SQUARE FEET, SUPPLY FANSP STATIC PRESSURESQ SQUARESST STAINLESS STEELT THERMOMETERTAG TRANSFER AIR GRILLETBD TO BE DETERMINEDTOC TOP OF CONCRETETOD TOP OF DUCTTOF TOP OF FOOTING, TOP OF FASCIATOG TOP OF GRATETOM TOP OF MASONRYTOP TOP OF PIPETOS TOP OF STEELTOW TOP OF WALLTSP TOTAL STATIC PRESSURETYP TYPICALUH UNIT HEATERUV UNIT VENTILATORVAV VARIABLE AIR VOLUMEVD VOLUME DAMPERVFD VARIABLE FREQUENCY DRIVEVTR VENT TO ROOFWB WET BULBWR WALL REGISTERXP EXPLOSION PROOF

MECHANICAL ABBREVIATIONS: MECHANICAL NOTES:

NEW

EXISTING

MECHANICAL LINETYPES:

MECHANICAL SYMBOLS:

HIDDEN OR UNDERGROUND

DUCT - SUPPLY

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Page 26: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

1

2

3

3.4

3.8

ABCDE

12"X12" SAD6" 0 NK50 CFM

3/4" SUPPLY

3/4" SUPPLY

FTR-13'-0" TOTALTHIS ROOM

FTR-13'-0" TOTALTHIS ROOM

24"X12" RAG WITHSOUND TRAP (TYP.)SEE TYPICAL CEILINGRETURN AIR SOUNDTRAP DETAIL SHEETM-4.

12"X12" SAD6" 0 NK50 CFM

24"X12 RAG WITHSOUND TRAP (TYP.)SEE TYPICAL CEILINGRETURN AIR SOUNDTRAP DETAIL SHEETM-4.

FTR-131'-0" TOTALTHIS ROOM

24"X24" RAG

FTR-125'-0" TOTAL

TOTAL THIS ROOM

FTR-114'-0" TOTALTHIS ROOM

1" R

CIRCUITSETTER FOR3.85 GPM

1 1/4" R

24"X24" SAD6"Ø NK50 CFM

FTR-13'-0"

TOTALFTR-146'-0"

TOTAL

FTR-146'-0"

TOTAL

FTR-1'-0" TOTAL

THIS ROOM

FTR-16'-0" TOTALTHIS ROOM

FTR-15'-0" TOTALTHIS ROOM

FTR-146'-0" TOTALTHIS ROOM

1 1/4" R

CIRCUIT SETTER FOR 6.38 GPM

DO NOT CONNECT IN BULLHEAD FITTING

3/4" R FROM CONF. RM & 1" R FROM ADM. RM.

CIRCUIT SETTER FOR 0.88 GPM

FTR-116'-0" TOTALTHIS ROOM

1 1/4" HHWSCAPPED FOR

FUTUREWITH OCCUPIEDSWITCH

"X4" SAR0 CFM

3/4" R

FTR-16'-0" TOTALTHIS ROOM FTR-1

5.5'-0" TOTALTHIS ROOM

FTR-15'-0" TOTALEACH ROOM

FTR-16'-0" TOTALTHIS ROOM

FTR-18'-0" TOTALTHIS ROOM

FTR-1'-0" TOTALTHIS ROOM

3/4" SUPPLY

CIRCUITSETTER

FOR 2.55GPM

1 1/2 S & 1 1/4" R

42"X6" SAR600 CFM

1" S & R

12"X12" RAG

42"X6"

8" Ø

8" Ø

" Ø 6" Ø

12"X" Ø

14"X14"

18"X12" TAO

18"X12" TAO

THIS SPACEFOR FUTUREDUCTWORK

26" Ø

"X"

"X12"

"X"

40" X 24"W/BELLMOUTH

14"X14"

26" ØFUTURE

6" Ø INSULATEDDUCKTWORK BELOWFLOOR

1 1/2" S & 1" R24"X12" RAG

24"X24" SAD6" Ø NK

120 CFM

24"X12" RAG

24"X24" SAD8" Ø NK

240 CFM24"X24" SAD8" Ø NK240 CFM

12"X"

8"X8"

MAKE CONN.TO VVB-14

14"X12" TAO

24"X24" SAD

6"ØVVB-19

VVB-18

VVB-16

VVB-9

VVB-12

24"X24" SAD6" Ø NK

0 CFM

24"X24" SAD" Ø NK

350 CFM(TYP. OF 6)

24"X24" RAG

"X12"

18"X14"

8"X6" TAO 24"X12" RAG

"X"

24"X12" RAG UPTO 24"X8"

18"X18"

6"X4" TAO

"X12"

6"X"

6" Ø

12"X"

VVB-81 1/4 " S1" R

CUH-1

24"X24"8" Ø NK230 CFM

"X12"

24"X12" RAG

24" X12" RAG

6"Ø

24"X24" SAD12" NK400 CFM

24"X12" RAG

6"X"

24"X24" SAD8" Ø NK

3 CFM

24"X12" RAG6"X8"

1" S

24"X12"

24"X12"W/BELLMOUTH

24"X24" SAD8"Ø NK

200 CFM

24"X24" SAD8" Ø NK

230 CFM

24"X12" RAG

24"X24" SAD8" Ø NK

250 CFM

8"X"

24"X24" RAG14"X12"

6"X8"

24"X12"

8"X8"

54"X16" RAG

42"X6"

36"X12" TAO

12"X6" TAO

8"X"

"X"

24"X24" SAD6" Ø NK0 CFM

14"X""X"

6"X"

8"X8" 12"X6" TAO

6"X8"

24"X24" SAD8" Ø NK2 CFM

"X8"

"X"8"X6"

6"X8"EAR

8"X"6"X8"

8"X"

12"X"

12"X12"6" Ø NK50 CFM

"X"

24"X8"

24"X6"

24"X24"8" Ø NK240 CFM(TYP. OF 4)

CUH-2

24"X12"RAG

8"Ø

"X6"

6"X"

6"X8"

"X8"

12"X"

8"X6"8"X6"

8"X8" 6"X8"

6"X4" TAO

8"X6"

6"X"

16"X"

24" X24"6" Ø NK

150 CFM

6"Ø

"X"

14"X12"

14"X6"8"X6"

8"X8"

6"X8" EAR75CFM

8"X8"6"X8" 8"X"

12"Ø "Ø

12"X12" TAO

8"Ø

6"X6" TAO

16"X"

"X8"

"X8"

8"Ø

14"Ø

VVB-11

12"X"

24"X12" RAG

24"X12" RAG

24"X12"RAG

18"X"8"X6"

6"X8" EAR

6"X8"

6"X8" EAR

24"X8"

24"X6"

24"X12" RAG

6"X8"6"X6" TAO

24"X12" RAG

24"X24" SAD6"Ø NK175 CFM(TYP. OF 2)

24"X12" RAG

24"X12"RAG

2" S & 3/4" R

24"X24" SAD UPTO 24"X8"

24"X24" SAD6" Ø NK130 CFM

24"X24" SAD6"Ø NK80 CFM

24"X24"6"Ø NK50 CFM

24"X24" SAD6"Ø NK50 CFM

24"X24" SAD8"Ø NK230 CFM(TYP. OF 2)

24"X24" SAD8"Ø NK240 CFM

24"X12" RAG24"X12" RAG

24"X12" RAG

24"X12" RAG

24"X12" RAG

24"X12" RAG

24"X12" RAG

24"X12" RAG

24"X12" RAG

24"X24" SAD6"Ø NK140 CFM

24"X24" SAD8"Ø NK3 CFM(TYP. OF 4)

24"X24" RAG

9"X9" SAD200 CFM

24"X24"6"Ø NK1 CFM

8"X6"W/1" A.L.

24"X24" SADUP TO24"X8"

24"X24" SAD8"Ø NK250 CFM(TYP. OF 2)

W/ OCCUPIEDSWITCH

24"X24" SAD6"Ø NK170 CFM

24"X24" SAD6"Ø NK50 CFM

24"X24" SAD6"Ø NK175 CFM

8"X6"

24"X24"8"Ø NK330 CFM(TYP. OF 2)

12"X6" RAG

12"X"

12"X12"EAR

"X"

8"X8"

24"X24" SAD6"Ø NK50 CFM

24"X6" RAG

VVB-23

1 1/4 HHWR CAPPED FOR FUTURE

VVB-6

VVB-13

VVB-4

24"X24"8"Ø NK

330 CFM

VVB-21 VVB-20VVB-22

VVB-3

VVB-14

24"X12RAG

VVB-24VVB-

24"X24" SAD6"Ø NK90 CFM

24"X24" SAD6"Ø NK90 CFM

EXTEND 24"X12"INTO CHASE

24"X12" RAG

24"X24"8"Ø NK250 CFM

8"X8"UP TOEF-2ON ROOF

24"X24" SAD12"Ø NK400 CFM

24"X6"

8"Ø

12"Ø

6"X"

8"Ø

12"X6" EAR75 CFM

6"X8"

6"X8"75CFM

24"X12" RAG

24"X24" SAD6"Ø NK80 CFM

8"Ø

30"X16"W/BELLMOUTH

8"X8"EAR

24"X24"SAD6"Ø NK150 CFM

"X6"W/1" A.L.

24"x24" SAD6"Ø NK50 CFM

24"X24"8"Ø NK275 CFM(TYP. OF 3)

6"Ø DNIN CHASE

24"X12" RAG

24"X24" SAD12"Ø NK400 CFM

24"X24" SAD8"Ø NK

260 CFM

24"X24" SAD8"Ø NK300 CFM

70 CFM

8"X6"

8"X6"

4"Ø

6"X8"EAR12"Ø

VVB-5

6"Ø

20"Ø

"X"UP TOEF-3ON ROOF

24"X12"RAG

9"X9"SAD90 CFM

16"Ø

18"Ø

VVB-15

24"X24"6"Ø NK160 CFM

VVB-17

60"X24"

"X16"

40"X38"W/BELLMOUTH

30"Ø

NK240 CFM

36"X8" EAR

"X6"

545 CFM(TYP OF 4)

6"X8"9"X9" SAD

70 CFM

24"X24"8"Ø NK205 CFM(TYP. OF 2)

12"Ø

12"X12" SAD6"Ø NK70 CFM"

28"Ø

42"X6" SAR

UP TOEF-1

ON ROOF

7"Ø

12"X8"TAO

1 1/2" S& 3/4" R7"Ø"Ø

WITH OCCUPIEDSWITCH

7"Ø

18"X16"

"Ø 9"Ø

R 14" Ø

2 1/2" R

VVB-7

6"Ø

HVAC-1ON ROOF

W/OCCUPIEDSWITCH

12"X12" SAD6"Ø NK

12"X12" SAD8"Ø NK265 CFM(TYP OF 2)

42"X6"

12"X12" SAD6"Ø NK70 CFM

VVB-1VVBB-2

24"X24" SAD8"Ø NK

270 CFM

8"X8" EAR

6"X8"EAR

20"Ø

18"Ø

WITH OCCUPIEDSWITCH

6"Ø

40"Ø

CUH-4

27"Ø

1-1/4"S2" R

1

2

4

3

5

4

3

3

4 4

7

6

4

8

9

9

PHASE 2

PHASE 1

PHASE 2

PHASE 1

10

10

# DEMOLITION KEYNOTES:1. DEMOLISH AND REMOVE HOT WATER CONTROL VALVE, TO BE REPLACED.2. DEMOLISH, REMOVE, AND TEMPORARILY CAP EXISTING HOT WATER SUPPLY AND RETURN PIPING,

NEW PIPING TO BE ROUTED ABOVE NEW DOOR.3. DEMOLISH AND REMOVE EXISTING EXHAUST AIR REGISTER AND DUCTWORK BACK TO BRANCH

TAKEOFF. CAP OPEN DUCT. DUCTWORK SERVING WESTERN RESTROOMS SHALL REMAIN IN SERVICE.4. REMOVE AND STORE RETURN AIR GRILLES AND DUCTWORK FOR RE-USE IN MODIFIED CEILING GRID.5. DEMOLISH AND REMOVE EXISTING SUPPLY AIR GRILLE, FLEX DUCT, AND FIBER DUCT BOARD BACK TO

VAV BOX.6. DEMOLISH, REMOVE, AND TEMPORARILY CAP EXISTING HOT WATER SUPPLY AND RETURN PIPING,

AND FIN TUBE RADIATOR SECTIONS TO ALLOW FOR NEW DOOR INSTALLATION. SALVAGE END CAPAND REUSE ON MODIFIED FIN TUBE RADIATOR.

7. DEMOLISH AND REMOVE EXISTING HEATING HOT WATER BOILER, CIRCULATING PUMPS, EXPANSIONTANK, AIR SEPARATOR, AND COMBUSTION AIR DUCTWORK. DEMOLISH EXISTING HEATING WATERPIPING AS REQUIRED FOR INSTALLATION OF NEW EQUIPMENT. DEMOLISH EXISTING OUTSIDE AIRTEMPERATURE RESET SENSOR AND 3-WAY HOT WATER CONTROL VALVE. SEE M-501 FOR BOILERROOM PIPING DIAGRAMS. DISCONNECT BOILER CONTROL FROM OUTDOOR AIR DAMPER AND FIXEDDAMPER OPEN.

8. DEMOLISH EXISTING SUPPLY AIR DIFFUSER AND FLEX BACK TO BRANCH TAKEOFF AND CAP. SAVEDIFFUSER FOR RE-USE.

9. DEMOLISH EXISTING SUPPLY AIR DIFFUSER AND FLEX DUCT. DUCTWORK SHALL BE EXTENDED ASPART OF NEW WORK. SAVE DIFFUSER FOR RE-USE.

10. EXISTING THERMOSTAT TO BE RELOCATED, SEE M-101 FOR NEW LOCATION.

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1

A

2 3 4 5 6 7 8

B

C

D

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F

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Bar Measures 1 inch

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MECHANICAL HVAC DEMOLITION PLAN1M-002 SCALE: 1/4"=1'-0"

N

0

SCALE:

4' 8' 16'

1/8" = 1'-0''

NOTES:EXISTING INFORMATION SHOWN IS BASED ON REDSTONE ARCHITECTS PROJECT 2969.01,DRAWING M-3 DATED 12-16-1993.

GENERAL NOTES:1. CONTRACTOR SHALL REMOVE, SAVE, AND RELOCATE RETURN AIR GRILLES AND SUPPLY AIR

DIFFUSERS AS REQUIRED FOR MODIFIED CEILING GRIDS IN AREAS OF WORK. SEE ARCHITECTURALDRAWINGS FOR CEILING GRID MODIFICATIONS.

Page 27: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

UP

1 1

22

33

3.5

4.0

3.4

3.8

A

A

B

B

C

C

D

D

E

E C.4

12"X12" SAD6" 0 NK50 CFM

3/4" SUPPLY

FTR-13'-0" TOTALTHIS ROOM

FTR-13'-0" TOTALTHIS ROOM

24"X12" RAG WITHSOUND TRAP (TYP.)SEE TYPICAL CEILINGRETURN AIR SOUNDTRAP DETAIL SHEETM-4.

12"X12" SAD6" 0 NK50 CFM

24"X12 RAG WITHSOUND TRAP (TYP.)SEE TYPICAL CEILINGRETURN AIR SOUNDTRAP DETAIL SHEETM-4.

24"X24" RAG

CIRCUITSETTER FOR

3.85 GPM

1 1/4" R24"X24" SAD6"Ø NK50 CFM

1 1/4" R

FTR-116'-0" TOTALTHIS ROOM

1 1/4" HHWSCAPPED FOR

FUTUREWITH OCCUPIEDSWITCH

10"X4" SAR100 CFM

3/4" R

FTR-16'-0" TOTALTHIS ROOM FTR-1

5.5'-0" TOTALTHIS ROOM

FTR-15'-0" TOTALEACH ROOM

FTR-16'-0" TOTALTHIS ROOM

FTR-18'-0" TOTALTHIS ROOM

FTR-110'-0" TOTALTHIS ROOM

3/4" SUPPLY

CIRCUITSETTER

FOR 2.55GPM

1 1/2 S & 1 1/4" R

42"X6" SAR600 CFM

1" S & R

12"X12" RAG

42"X6"

8" Ø

8" Ø

10" Ø 6" Ø

12"X10" Ø

14"X14"

18"X12" TAO

18"X12" TAO

THIS SPACEFOR FUTUREDUCTWORK

26" Ø

10"X10"

10"X12"

10"X10"

40" X 24"W/BELLMOUTH

14"X14"

26" ØFUTURE

6" Ø INSULATEDDUCKTWORK BELOWFLOOR

1 1/2" S & 1" R

24"X24" SAD6" Ø NK

120 CFM

24"X12" RAG

24"X24" SAD8" Ø NK240 CFM

12"X10"

8"X8"

6"ØVVB-19

VVB-16

VVB-9

VVB-12

24"X24" SAD6" Ø NK

100 CFM

24"X24" SAD10" Ø NK350 CFM

(TYP. OF 6)

24"X24" RAG

8"X6" TAO 24"X12" RAG

10"X10"

18"X18"

6"X4" TAO

10"X12"

6"X10"

6" Ø

12"X10"

VVB-81 1/4 " S1" R

CUH-1

24"X24"8" Ø NK230 CFM

10"X12"

24"X12" RAG

24" X12" RAG

6"Ø

24"X24" SAD12" NK400 CFM

24"X12" RAG

6"X10"

24"X24" SAD8" Ø NK

310 CFM

24"X12" RAG

24"X12"

24"X12"W/BELLMOUTH

24"X24" SAD8"Ø NK

200 CFM

24"X24" SAD8" Ø NK

250 CFM

8"X10"

24"X24" RAG

14"X12"

6"X8"

6"X

8"

8"X8"

54"X16" RAG

42"X6"

36"X12" TAO

12"X6" TAO

8"X

10"

24"X24" SAD6" Ø NK100 CFM

14"X10"

10"X10"

6"X10"

8"X8" 12"X6" TAO

6"X8"

24"X24" SAD8" Ø NK210 CFM

10"X8"

10"X10"8"X6"

8"X10"6"X8"

8"X10"

12"X10"

12"X12"6" Ø NK50 CFM

10"X10"

24"X8"

24"X6"

CUH-2

24"X12"RAG

8"Ø

10"X6"

6"X10"

6"X8"

10"X8"

12"X10"

8"X6"8"X6"

8"X8" 6"X8"

8"X6"

6"X10"

16"X10"

24" X24"6" Ø NK

150 CFM

6"Ø

10"X10"

14"X12"

14"X6"8"X6"

8"X8"

6"X8" EAR75CFM

8"X8"6"X8" 8"X10"

12"Ø 10"Ø

12"X12" TAO

8"Ø

6"X6" TAO

16"X10"

10"X8"

8"Ø

14"Ø

VVB-11

12"X10"

24"X12" RAG

24"X12" RAG

24"X12"RAG

18"X10"8"X6"

6"X8" EAR

6"X8"

6"X8" EAR

24"X8"

24"X6"

24"X12" RAG

6"X8"6"X6" TAO

24"X12" RAG

24"X24" SAD6"Ø NK175 CFM(TYP. OF 2)

24"X12" RAG

24"X12"RAG

2" S & 3/4" R

24"X24" SAD UPTO 24"X8"

24"X24" SAD6" Ø NK130 CFM

24"X24" SAD6"Ø NK80 CFM

24"X24"6"Ø NK50 CFM

24"X24" SAD6"Ø NK50 CFM

24"X24" SAD8"Ø NK230 CFM(TYP. OF 2)

24"X24" SAD8"Ø NK240 CFM

24"X12" RAG24"X12" RAG

24"X12" RAG

24"X12" RAG

24"X12" RAG

24"X12" RAG

24"X12" RAG

24"X12" RAG

24"X24" SAD6"Ø NK140 CFM

24"X24" SAD8"Ø NK310 CFM(TYP. OF 4)

24"X24" RAG

9"X9" SAD200 CFM

24"X24"6"Ø NK110 CFM

24"X24" SADUP TO24"X8"

24"X24" SAD8"Ø NK250 CFM(TYP. OF 2)

W/ OCCUPIEDSWITCH

24"X24" SAD6"Ø NK170 CFM

24"X24" SAD6"Ø NK175 CFM

24"X24"8"Ø NK330 CFM(TYP. OF 2)

12"X6" RAG

12"X10"

VVB-23

VVB-6

VVB-13

24"X24"8"Ø NK

330 CFM

VVB-21 VVB-20VVB-22

VVB-14

24"X12RAG

VVB-24

VVB-10

24"X24" SAD6"Ø NK90 CFM

24"X24" SAD6"Ø NK90 CFM

EXTEND 24"X12"INTO CHASE

24"X12" RAG

24"X24"8"Ø NK250 CFM

8"X8"UP TOEF-2ON ROOF

24"X24" SAD12"Ø NK400 CFM

24"X6"

8"Ø

12"Ø

6"X10"

8"Ø

8"X6"W/1" A.L.

6"X8"

6"X8"75CFM

24"X12" RAG

24"X24" SAD6"Ø NK80 CFM

8"X6"

8"Ø

8"X8"EAR

12"X12"EAR

10"X

10"

24"X24" SAD6"Ø NK50 CFM

6"Ø DNIN CHASE

24"X24" SAD8"Ø NK

260 CFM

VVB-4

70 CFM

8"X6"

6"X8"EAR

VVB-3

12"Ø

VVB-5

6"Ø

10"X10"UP TOEF-3ON ROOF

9"X9"SAD90 CFM

16"Ø

18"Ø

VVB-15VVB-17

60"X24"

40"X38"W/BELLMOUTH

30"Ø

36"X8" EAR

10"X6"

6"X8"12"X6" EAR

75 CFM9"X9" SAD

70 CFM

24"X24"8"Ø NK205 CFM(TYP. OF 2)

30"X16"W/BELLMOUTH

24"X24"SAD6"Ø NK150 CFM

12"Ø

10"X6"W/1" A.L.

24"X24"8"Ø NK275 CFM(TYP. OF 3)

24"X24" SAD12"Ø NK400 CFM

7"Ø

1 1/2" S& 3/4" R 24"X12" RAG 7"Ø

24"X24" SAD8"Ø NK300 CFM

WITH OCCUPIEDSWITCH

7"Ø4"Ø

20"Ø 9"Ø

6"Ø

24"X24"6"Ø NK160 CFM

12"X12" SAD6"Ø NK

12"X12" SAD8"Ø NK265 CFM(TYP OF 2)42"X6"

VVB-1VVBB-2

24"X24" SAD8"Ø NK

270 CFM

6"X8"EAR

12"X12" SAD6"Ø NK70 CFM"

545 CFM(TYP OF 4)

42"X6" SAR

28"Ø

12"X8"TAO

10"Ø

20"Ø

10"ØWITH OCCUPIED

SWITCH

18"Ø6"Ø10"Ø

18"X16"

R 14" Ø

10"Ø

VVB-7

HVAC-1ON ROOF

W/OCCUPIEDSWITCH

40"Ø27"Ø

12"X12" SAD6"Ø NK70 CFM

CUH-4

1-1/4"S2" R

1

3

2

ACCU-2

AC-1

EF-1

ACCU-1

2 AC-2

EAG-1

EAG-1

SEE DRAWING M-502 FORMECHANICAL ROOMPIPING DIAGRAMS

1

4

6"Ø

6"Ø

6"Ø

5

6

7

INSTALL NEW HOT WATER CONTROL VALVEAND RECONNECT TO EXISTING THERMOSTAT 8 1097

REFRIGERANT PIPINGTO AC-1

EF-3ON ROOF

SAD-1(50 CFM)

(70 CFM)

6"Ø

8"X

6"

10"X12"

18"X14"

SAD-1(50 CFM)

(70 CFM)

6"Ø

(240 CFM)

RAG-1

12

11

RAG-1

12

8"Ø

(240 CFM)

(240 CFM)

(240 CFM)

6"ØVVB-18

EAG-1(70 CFM,TYP. 3)

SAD-1(50 CFM,TYP. 3)

8"x8"

8"x6"

13

13

13

PHASE 2

PHASE 1

PHASE 2

PHASE 1

COORDINATE LOCATION OF ACCU'SAND CONCRETE PAD WITH OWNER

BD BD BD

14

14(50 CFM)

BDBD

BD

BD BD BD

BD

BD

BD

(E) HHWS(E) HHWR

REFRIGERANT PIPINGTO AC-2

4

COORDINATE LOCATION OF ACCU'SAND CONCRETE PAD WITH OWNER

CIRCUIT SETTER FOR 6.38 GPM

DO NOT CONNECT IN BULLHEAD FITTING

3/4" R FROM CONF. RM & 1" R FROM ADM. RM.

CIRCUIT SETTER FOR 0.88 GPM

1 1/4 HHWR CAPPED FOR FUTURE

# PLAN KEYNOTES:1. RE-ROUTE HHWS & HHWR PIPING OVER DOORWAY, MATCH EXISTING PIPE SIZES. PROVIDE END CAPS FOR FTR'S AS REQUIRED.

INSTALL NEW MANUAL AIR VENT WITH HOSE CONNECTION AT HIGH POINT OF LINES, AND LOW POINT DRAINS ON EACH SIDE OFDOORS. CREATE PIPING CHASE IN WALL PROTECTED BY 10 GAGE GALVANIZED SHEET STEEL ON INSIDE OF WALL.

2. INSTALL NEW SPLIT SYSTEM AIR CONDITIONER IN SERVER ROOM. INSTALL NEW REFRIGERANT PIPING TO ACCU'S LOCATEDOUTSIDE, COORDINATE REFRIGERANT LINE SIZE WITH EQUIPMENT MANUFACTURER. INSTALL CONDENSATE PUMP ACCESSORYAND ROUTE CONDENSATE TO NEAREST SANITARY DRAIN STACK, SEE PLUMBING DRAWINGS.

3. INSTALL NEW INLINE EXHAUST FAN DUCTED UP THRU ROOF. PROVIDE 8"Ø EXHAUST DUCT WITH GOOSENECK TERMINATIONABOVE ROOF. PROVIDE ROOF FLASHING AND SEALING FOR NEW ROOF PENETRATION, SEE DETAIL ON SHEET M-501.

4. NEW CONCRETE EQUIPMENT PAD FOR AIR COOLED CONDENSING UNITS, SEE M-501 FOR DETAIL.5. EXISTING FTR LENGTH EQUALS 28'-0", REQUIRED LENGTH EQUALS 56'-0". INSTALL ADDITIONAL FTR SECTIONS AS REQUIRED.6. EXISTING FTR LENGTH EQUALS 6'-0", REQUIRED LENGTH EQUALS 12-0". INSTALL ADDITIONAL FTR SECTIONS AS REQUIRED.7. EXISTING FTR LENGTH EQUALS 10'-0", REQUIRED LENGTH EQUALS 20'-0". INSTALL ADDITIONAL FTR SECTIONS AS REQUIRED.8. EXISTING FTR LENGTH EQUALS 14'-0", REQUIRED LENGTH EQUALS 22'-0". INSTALL ADDITIONAL FTR SECTIONS AS REQUIRED.9. EXISTING FTR LENGTH EQUALS 7'-0", REQUIRED LENGTH EQUALS 13-0". INSTALL ADDITIONAL FTR SECTIONS AS REQUIRED.10. EXISTING FTR LENGTH EQUALS 7'-0", REQUIRED LENGTH EQUALS 11'-0". INSTALL ADDITIONAL FTR SECTIONS AS REQUIRED.11. EXISTING FTR LENGTH EQUALS 17'-0", REQUIRED LENGTH EQUALS 25'-0". INSTALL ADDITIONAL FTR SECTIONS AS REQUIRED.12. 24"x24" RAD WITH SOUND TRAP, SEE M-501 FOR DETAIL.13. RELOCATE EXISTING THERMOSTAT TO NEW LOCATION, PROVIDE NEW WIRING AS REQUIRED.14. RELOCATE EXISTING SUPPLY AIR DIFFUSER.

MECHANICAL NOTES:1. CONTRACTOR SHALL FIELD VERIFY PROPER OPERATION OF ALL VARIABLE AIR VOLUME BOXES AND HYDRONIC CONTROL

VALVES. CONTRACTOR SHALL REPLACE ALL NON-FUNCTIONAL CONTROL VALVES, CLEAN ALL VAV BOXES & FLOW SENSORS,AND STRAINERS, RE-CALIBRATE VAV BOXES, AND REBALANCE HYDRONIC COILS AS REQUIRED TO MATCH ORIGINAL DESIGNSETTINGS. SEE EXISTING VAV SCHEDULE ON M-601. CONTRACTOR SHALL PROVIDE LINE ITEM PRICING TO REPLACE FAULTYCONTROL VALVES. PROVIDE TEMPERATURE AND PRESSURE PORTS AS REQUIRED TO TEST HYDRONIC VALVE OPERATION.PROVIDE CONDITIONS REPORT FOR EACH VAV.

2. CONTRACTOR SHALL RE-BALANCE FLOW CONTROL VALVE FOR ALL MODIFIED FTR'S.3. PROVIDE MANUAL BALANCE DAMPER FOR ALL NEW AND RELOCATED SUPPLY AND DIFFUSERS.4. CONTRACTOR SHALL REMOVE, SAVE, AND RELOCATE RETURN AIR GRILLES AND SUPPLY AIR DIFFUSERS AS REQUIRED FOR

MODIFIED CEILING GRIDS IN AREAS OF WORK. SEE ARCHITECTURAL DRAWINGS FOR CEILING GRID MODIFICATIONS.5. CONTRACTOR SHALL CONTACT THE ROOF MANUFACTURER FOR EXISTING ROOF WARRANTY INFORMATION. ALL WORK DONE

ASSOCIATED WITH ROOFING SHALL BE DONE CONFORMING WITH ROOF MANUFACTURER'S REQUIREMENTS AND SHALL NOTVOID EXISTING WARRANTY.

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MECHANICAL HVAC FLOOR PLAN1M-101 SCALE: 1/4"=1'-0"

N

0

SCALE:

4' 8' 16'

1/8" = 1'-0''

NOTES:EXISTING INFORMATION SHOWN IS BASED ON REDSTONE ARCHITECTS PROJECT 2969.01,DRAWING M-3 DATED 12-16-1993.

Page 28: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

PUMP

P

BOILER

1-1/

4"

V

G

V

G

V

1-1/

2"

HHWR

MU

HHWS

3/4"

HHWS HHWS

BFP

2-1/2"

2"

S S

FS

HEATING HOT WATER FLOW DIAGRAM - DEMOLITIONSCALE: NONE

AUTOMATIC AIR VENT

AIR SEPARATOREXPANSION TANK

P

PUMP

3/4" CW

COMBINATION STRAINER,CHECK VALVE AND PRV

TO DRAIN

TEMP. SENSORTEMP. SENSOR

DRIP LEG

1-1/4" GAS

2-1/2" HHWR

V

2-1/2" HHWS

2-1/2" HHWS

THERMOMETER(TYP.)

1-1/

2"

GAS TRAINTO DRAIN

2-1/

2"2-

1/2"

3/4"

2"

FLOW SWITCH

SHOT TYPECHEMICAL FEEDER

TO DRAIN

TRIPLE DUTY VALVE (TYP.)

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

2-1/2"

3/4"

3/4"

3/4"

TO DRAIN

P

1-1/

4"G

VV

HHWR

MAKE-UP

HHWS

3/4"

HHWS HHWS

BFP

2"

S

S

FS

HEATING HOT WATER FLOW DIAGRAM - NEWSCALE: NONE

AUTOMATIC AIR VENT

NEW AIR SEPARATORAS-1

EXPANSION TANK

P

3/4" CW

COMBINATION STRAINER,CHECK VALVE AND PRV

TO DRAIN

TEMP. SENSOR

TEMP. SENSOR

DRIP LEG

1-1/4" GAS

2-1/2" HHWR

2-1/2" HHWS

2-1/2" HHWSTHERMOMETER(TYP.)

TO DRAIN

2-1/

2"2-

1/2"

2" HHWR

2"

FLOW SWITCH

SHOT TYPECHEMICAL FEEDER

TO DRAIN

TRIPLE DUTYVALVE (TYP.)

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

2-1/2"

3/4"

3/4"

3/4"

TO DRAIN

3/4"

NEW BOILER

NEW GAS TRAIN AND VENT THRU EXISTING 10" EXHAUST FLUEOPENING IN ROOF. INSTALL PER MANUFACTURER'SREQUIREMENTS. PROVIDE WEATHER TIGHT SEAL AS REQUIRED.

ET-1

AS-1

B-1

P-1

P-2

NOTES:1. DIAGRAM IS BASED ON EXISTING REDSTONE ARCHITECTS PROJECT 2969.01 DRAWING M-5, DATED 12-16-1993.2. REMOVE TEMPERATURE CONTROL VALVE FROM PIPING AND EXISTING BUILDING MANAGEMENT SYSTEM.

MODIFY THE BMS TO ELIMINATE THIS CONTROL AND RELATED ALARMS.

NOTES:1. CONTRACTOR SHALL FLUSH ENTIRE HYDRONIC SYSTEM PER SPECIFICATION AND CONTRACT WATER

TREATMENT SPECIALIST TO PROVIDE INITIAL CHEMICAL TREATMENT AND MONTHLY FOLLOW UP TESTS ANDADJUSTMENTS. REFER TO SPECIFICATIONS FOR MORE INFORMATION.

2. GAS REGULATOR VENT LINES SHALL NOT BE COMBINED WITH PRESSURE RELIEF VENT LINES, EACH VENTSHALL TERMINATE OUTSIDE.

3. BLANK OFF TOP AND BOTTOM OF EXISTING BOILER COMBUSTION AIR DAMPER. DUCT NEW BOILERCOMBUSTION INTAKE FROM DAMPER BOX TO NEW BOILER. DISABLE AND DISCONNECT EXISTING COMBUSTIONAIR AUTOMATIC DAMPER ACTUATOR CONTROLS AND FIX DAMPER POSITION TO FULLY OPEN POSITION.

4. BOILER COMBUSTION EXHAUST SHALL BE ROUTED UP THRU ROOF USING EXISTING COMBUSTION FLUEPENETRATION. PROVIDE WEATHER TIGHT FLASHING AND SEAL AT ROOF PENETRATION.

MOUNT NEW PUMPS TO EXISTING UNISTRUT.ADD ADDITIONAL UNISTRUT AND HANGERS

AS REQUIRED TO PROPERLY SUPPORT.

CAP

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BOILER SAFETY PRESSURERELIEF TO DRAIN

26" X 14" (FOR 24" X 24" RAG)

36"

CEILING

24" X 24" RAG

HHWS

HHWR

TYPICAL CEILING RETURNAIR SOUND TRAP DETAILSCALE: NONE

FIN TUBE RADIATOR DETAILSCALE: NONE

SUPPLY DIFFUSER RUNOUT DETAILNO SCALE

RIGID ROUND RUNOUT

PROVIDE FLEXIBLE ROUNDRUN-OUT DOWN TO DIFFUSER,MAXIMUM 5'-0"

DIFFUSER

CEILING

BALANCE DAMPER

DUCTWORK / PIPE

ESCUTCHEON(WHERE EXPOSED)

EXTERIOR WALL

DUCT INSULATIONAND JACKETING

TIGHTLY PACKED WITHFOAMED - IN PLACE INSULATION

TIGHTLY CAULK WITH SILICONESEALANT FOR MIN. 2" EACH END

WALL SLEEVE

WATERPROOF MASTIC 360°AROUND SLEEVE, COLOR TO

MATCH WALLTOP SOIL

GRANULAR BACKFILL

#4 REBAR,AT 12" ON CENTER,EACH WAY

EQUIPMENT DIMENSION +1'-0"

2"

4"

6"

6"

1-1/2" CLR

DUCT / PIPE PENETRATIONTHROUGH EXTERIOR WALLNO SCALE

EQUIPMENT PAD DETAILNO SCALE

UNIONPLUG VALVE

CONTROL VALVE

GATE VALVE

FTR

EXISTING METAL ROOFWITH MEMBRANE

FLAT ROOF GOOSENECK CAPWITH BIRDSCREEN AND DAMPER

FLASHING, WATER-TIGHTSEAL ALL AROUND

CEILING GRILLE(TYP.)

CEILING

EXHAUST DUCTWORK

EXHAUST FAN,SUPPORT FAN FROM ANCILLARY STEELATTACHED TO BUILDING STRUCTURE.DO NOT SUPPORT FROM DUCTWORK.

FLEX CONNECTION

EXHAUST FANROOF PENETRATION AND CAP DETAILNO SCALE

MANUAL AIR VENT WITH HOSECONNECTION (TYP.)

DRAIN CONNECTION AT LOW POINTON BOTH SIDES OF DOOR (TYP.)

PIPE CHASE INSIDE WALL, PROTECTPIPING WITH 10 GAGE GALVANIZEDSHEET ON INSIDE FACE OF WALL.

HEATING HOT WATER SUPPLY ANDRETURN LINES TO FTR'S

HEATING HOT WATER SUPPLY ANDRETURN LINES TO FTR'S

EXTERIOR DOOR

WALL PIPE CHASE DETAILNO SCALE

SUPPLY DUCT MAIN

FTR

ECCENTRIC REDUCER

NEW FIN TUBE RADIATOR SECTION,SEE DRAWING M-101 FOR REQUIRED LENGTHS

NEW 6" COMBUSTION AIRINTAKE AND EXHAUST

D

CONDENSATE TO DRAIN,WITH CONDENSATE DRAIN TRAP KIT ANDpH NEUTRALIZATION KIT. INSTALL PERMANUFACTURER'S REQUIREMENTS

D

N.C.

N.O.

N.O.

WF-1

WATER FILTER

INTERIOR LINING

8" MIN.

1" G

FTR

NOTES:1. ADDITIONAL FIN TUBE RADIATOR SECTIONS CAN BE INSTALLED EITHER IN SERIES OR PARALLEL

CONFIGURATION AS SHOW.

BALANCE DAMPER(TYP.)

Page 29: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

SPLIT SYSTEM AIR CONDITIONING UNITS (AC / ACCU)

MARKMAKE - MODEL

(INDOOR UNIT / OUTDOOR UNIT)(OR APPROVE EQUAL)

INDOOR UNITTYPE

REFRIGERANTTYPE

REFRIGERANT(LBS) CFM

COOLING HEATINGELECTRICAL

(V / / HZ)MCA

(AMPS)MOCP(AMPS)

WEIGHT (LBS)(INDOOR / OUTDOOR)

MBH MBH

AC-1 / ACCU-1 MITSUBISHI PKA-A12HA4 / PUY-A12NHA4

WALLMOUNTED R-410A 2.875 320 - 425 12 / 6 0 208 / 1 / 60 13 15 29 / 82

AC-2 / ACCU-2 MITSUBISHI PKA-A12HA4 / PUY-A12NHA4

WALLMOUNTED R-410A 2.875 320 - 425 12 / 6 0 208 / 1 / 60 13 15 29 / 82

NOTES:1. INDOOR UNIT SHALL BE POWERED THROUGH THE OUTDOOR UNIT.2. PROVIDE WITH "LOW AMBIENT" OPTION AND TWO-STAGE COOLING.3. PROVIDE WITH OPTIONAL CONDENSATE PUMP.

GRILLES, REGISTERS, AND DIFFUSERS

MARK CFM RANGE NOMINALSIZE STYLE NECK SIZE THROW

PATTERN N.C. MATERIALMAKE /MODEL

(OR APPROVE EQUAL)REMARKS

SAD-1 0 - 75 12"x12" 3-CONE 6" - < 25 STEEL TITUS - TMS

RAG-1 0 - 400 24"x24" PERFORATED - - < 25 STEEL TITUS - PAR

EAR-1 0 - 75 12"x12" PERFORATED 6" - < 25 STEEL TITUS - PAR

EXHAUST FANS (EF)

MARK LOCATION CFM ESP MOTORRPM

MOTORHP

ELECTRICAL(V / / HZ)

ROUGHOPENING

MAKE /MODEL

(OR APPROVE EQUAL)REMARKS

EF-1 TOILET - 112 140 0.375 1697 1/6 115 / 1 / 60 N/A GREENHECKSQ-70-VG SEE NOTES

NOTES:1. PROVIDE WITH INTEGRAL BACKDRAFT DAMPER, ADJUSTABLE SPEED CONTROL ON MOTOR.2. PROVIDE EXHAUST DUCT UP THRU ROOF WITH GOOSENECK TERMINATION.2. PROVIDE ELECTRICAL DISCONNECT.

HEATING HOT WATER PUMP (P)

MARK LOCATION TYPECAPACITY

(GPM)TOTAL HEAD

(FT) HP RPMDESIGN TEMP

(°F)ELECTRICAL

(V / / HZ)

MAKE /MODEL

(OR APPROVE EQUAL)REMARKS

P-1 MECH ROOM CENTRIFUGALIN-LINE 36 50 1.5 1750 180 208 / 3 / 60 BELL & GOSSETT

SERIES 60 - 1-1/2" SEE NOTE 1

P-2 MECH ROOM CENTRIFUGALIN-LINE 36 50 1.5 1750 180 208 / 3 / 60 BELL & GOSSETT

SERIES 60 - 1-1/2" SEE NOTE 1

NOTES:1.) PUMP SHALL BE CAPABLE OF OPERATING AT 36 GPM @ 51 FT HD, AND 50 GPM @ 45 FT HD.

HOT WATER BOILER (B)

MARK LOCATION TYPEINPUT(MBH)

OUTPUT @ 87.5%(MBH)

% EFFICIENCY(150°F RWT) FUEL HP

ELECTRICAL(V / / HZ)

WATERCAPACITY

(GAL)

MAKE /MODEL

(OR APPROVE EQUAL)REMARKS

B-1 MECH ROOM CONDENSING 1,000 875 87.50% NG 3/4 115 / 1 / 60 50 FULTONEDR-1000 SEE NOTES

NOTES:1.) NATURAL GAS INLET PRESSURE: 4"-28" W.C.2.) PROVIDE WITH COMBUSTION AIR AND EXHAUST FLUE PIPING PER MANUFACTURER'S REQUIREMENTS.3.) PROVIDE CONTROLS WITH OUTDOOR AIR TEMPERATURE RESET.4.) PROVIDE WITH CONDENSATE DRAIN KIT AND pH NEUTRALIZATION KIT.

EXPANSION TANK (ET)

MARK LOCATION TYPE ORIENTATIONTANK VOLUME

(GAL)

ACCEPTANCEVOLUME

(GAL)

TEMPERATURE(°F)

PRECHARGE(PSI)

PRESSURE RELIEFSETTING

(PSI)

MAKE /MODEL

(OR APPROVE EQUAL)REMARKS

E-1 MECH ROOM PRE-CHARGEDDIAPHRAM HORIZONTAL 21.7 11.3 180 12 30 BELL & GOSSETT

D-200 CEILING HUNG

AIR SEPARATOR (AS)

MARK LOCATION INLET / OULETSIZE

DESIGN FLOWRATE(GPM)

MAX FLOW RATE@ 6FT/S(GPM)

MAX FLOW RATE@ 8FT/S(GPM)

MAX WORKINGPRESSURE

(PSIG)

WEIGHT(LBS)

MAKE /MODEL

(OR APPROVE EQUAL)REMARKS

AS-1 MECH ROOM 2" x 2" 51 63 84 150 47 AMTROL2-AS SEE NOTES

NOTES:1.) PROVIDE WITH FACTORY REMOVABLE 304 STAINLESS STEEL STRAINER OPTION.2.) OPTIMUM AIR ELIMINATION OCCURS WHEN VELOCITY THROUGH SEPARATOR IS NEAR 6 FT/S

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EXISTING VAV SCHEDULE

NOTES:SCHEDULE INFORMATION IS FROM EXISTING REDSTONE ARCHITECTS PROJECT 2969.01,DRAWING M-5, DATED 12-16-1993

BOILER (B-1)

RUN CONDITIONS:THE BOILER SHALL BE ENABLED TO RUN WHENEVER IT IS COMMANDED TO BEENABLED BY THE EXISTING JOHNSON CONTROLS BUILDING MANAGEMENTSYSTEM. THE BOILER SHALL RUN SUBJECT TO ITS OWN INTERNAL SAFETIES ANDCONTROLS.

BOILER SAFETIES:THE FOLLOWING SAFETIES SHALL BE MONITORED:

• BOILER ALARM.

• LOW WATER LEVEL.

• HIGH WATER TEMPERATURE.

ALARMS SHALL BE PROVIDED AS FOLLOWS:

• BOILER ALARM.

• LOW WATER LEVEL ALARM.

• HIGH WATER TEMPERATURE.

BOILER ENABLE:THE BOILER SHALL BE ENABLED WHEN THE BOILER SYSTEM IS COMMANDED ON.THE BOILER SHALL BE ENABLED AFTER PUMP STATUS IS PROVEN ON THROUGHTHE EXISTING BMS AND SHALL RUN SUBJECT TO ITS OWN INTERNAL SAFETIESAND CONTROLS.

ALARMS SHALL BE PROVIDED AS FOLLOWS:

• BOILER FAILURE

HOT WATER SUPPLY TEMPERATURE SETPOINT RESET:THE HOT WATER SUPPLY TEMPERATURE SETPOINT SHALL RESET BASED ONOUTSIDE AIR TEMPERATURE.

THE EXISTING HOT WATER MIXING VALVE AND CONTROL SHALL BEREMOVED. DISABLE ANY RELATED ALARMS.

INSTALL NEW OUTSIDE AIR TEMPERATURE SENSOR CONNECTED TOBOILER CONTROL PANEL.

AT 0°F (ADJ.) OUTSIDE AIR TEMPERATURE, SUPPLY WATER TEMPERATURE SHALLBE 180°F (ADJ.). AS OUTSIDE AIR TEMPERATURE RISES FROM 0°F (ADJ.) TO 70°F(ADJ.) THE HOT WATER SUPPLY TEMPERATURE SETPOINT SHALL RESETDOWNWARDS BY SUBTRACTING FROM 0°F (ADJ.) UP TO 20°F (ADJ.) FROM THECURRENT BOILER SETPOINT.

PRIMARY HOT WATER TEMPERATURE MONITORING (EXISTING BMS):THE FOLLOWING TEMPERATURES SHALL BE MONITORED:

PRIMARY HOT WATER SUPPLY.

PRIMARY HOT WATER RETURN.

ALARMS SHALL BE PROVIDED AS FOLLOWS:

HIGH PRIMARY HOT WATER SUPPLY TEMP: IF GREATER THAN 200°F (ADJ.).

LOW PRIMARY HOT WATER SUPPLY TEMP: IF LESS THAN 100°F (ADJ.).

SEQUENCE OF OPERATIONAIR CONDITIONER (AC-1/ACCU-1 & AC-2/ACCU-2)

RUN CONDITIONS - CONTINUOUS:THE UNIT SHALL RUN CONTINUOUSLY AND SHALL MAINTAIN:

A 74°F (ADJ.) COOLING SETPOINT.

FAN:THE FAN SHALL RUN ANYTIME THE UNIT IS COMMANDED TO RUN, UNLESSSHUTDOWN ON SAFETIES. THE FAN SPEEDS SHALL AUTOMATICALLY BEINDEXED AS FOLLOWS:

LOW SPEED SHALL RUN ANYTIME THE ZONE TEMPERATURE IS WITHINSETPOINTS.

HIGH SPEED SHALL RUN ANYTIME THE ZONE TEMPERATURE IS OUTSIDE OFSETPOINTS.

COOLING STAGES:THE CONTROLLER SHALL MEASURE THE ZONE TEMPERATURE AND STAGE THECOOLING TO MAINTAIN ITS COOLING SETPOINT. TO PREVENT SHORT CYCLING,THERE SHALL BE A USER DEFINABLE (ADJ.) DELAY BETWEEN STAGES.

THE COOLING SHALL BE ENABLED WHENEVER:

AND THE ZONE TEMPERATURE IS ABOVE COOLING SETPOINT.

AND THE FAN IS ON.

EXHAUST FAN (EF-1)RUN CONDITIONS:THE FAN BE ENABLED BY THE BMS AND SHALL RUN CONTINUOUSLY WHENEVEREXISTING AIR HANDLER HVAC-1 IS ACTIVE.

REBALANCE EXISTING VVB-18 FOR 150 CFM

HYDRONIC WATER FILTER (WF-1)

MARK LOCATION INLET / OULETSIZE

DESIGN FLOWRATE(GPM)

FLANGE TOFLANGE

MAX WORKINGTEMPERATURE

(°F)

MAX WORKINGPRESSURE

(PSIG)

FILTER CARTRIDGE(MICRONS)

MAKE /MODEL

(OR APPROVE EQUAL)REMARKS

WF-1 MECH ROOM 2" x 2" 75 10-1/2" 300° F 150 30 PEPF-CF-0430-VC SEE NOTES

NOTES:1.) PROVIDE WITH EXTRA FILTER.

Page 30: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

1. ALL PLUMBING SYSTEMS SHALL BE TESTED AND INSPECTED ACCORDING TO THEPROVISIONS OF THE MICHIGAN PLUMBING CODE (MPC) AND LOCAL PLUMBING CODE.

2. THESE GENERAL NOTES PRESENT AND/OR SUMMARIZE KEY PROJECT INFORMATION FORTHE DRAWING READER'S CONVENIENCE. SEE ALSO INDIVIDUAL DRAWING NOTES ANDPROJECT SPECIFICATIONS FOR FURTHER DETAILS AND REQUIREMENTS.

3. ALL REFERENCES TO REFERENCE STANDARDS HEREIN ARE TO MOST RECENT ISSUE INEFFECT AS OF THE DATE OF THESE DOCUMENTS, UNLESS NOTED OTHERWISE IN PROJECTSPECIFICATIONS OR ON THE DRAWINGS.

4. SUBMIT SHOP DRAWINGS, PROJECT DATA AND SAMPLES AS SPECIFIED IN THE PROJECTSPECIFICATIONS.

5. ALL EXISTING DIMENSIONS SHOWN WITH THE ± SYMBOL ARE APPROXIMATE AND SHALL BEFIELD VERIFIED BY THE CONTRACTOR BEFORE FABRICATION AND CONSTRUCTION.

6. DIMENSIONS MARKED WITH AN “X” SHALL BE DETERMINED BY EQUIPMENT MANUFACTURER.

7. PROVIDE CLEANOUTS IN ACCORDANCE WITH THE PLUMBING CODE.

A. PROVIDE CLEANOUTS AT THE BASE OF EACH WASTE OR SOIL STACK.

B. PROVIDE THE PROPER SPACING BETWEEN CLEANOUTS.

C. PROVIDE PROPER SIZE CLEANOUTS-SAME SIZE AS THE PIPE THEY SERVE (UP TO 4 INCHPIPE).

8. ALL PIPING SHALL BE IDENTIFIED EITHER BY COLOR MARKING OR METAL TAGS INACCORDANCE WITH THE PLUMBING CODE.

9. PROVIDE AIR CHAMBERS OR AN APPROVED MECHANICAL DEVICE TO ARREST WATERHAMMER AND ABSORB HIGH-PRESSURES IN ACCORDANCE WITH THE PLUMBING CODE.

10. PROVIDE TEMPERED WATER THROUGH A WATER TEMPERATURE LIMITER DEVICE THATCONFORMS TO ASSE 1070, AND "REDUCTION OF LEAD IN DRINKING WATER ACT", 2011, ATACCESSIBLE HAND WASHING PLUMBING FIXTURES.

11. BACKFILL ALL TRENCHING AND EXCAVATIONS IN ACCORDANCE WITH THE PLUMBING CODE.

12. HANGERS, ANCHORS, AND SUPPORTS SHALL BE SECURELY ATTACHED TO THE BUILDINGCONSTRUCTION AT INTERVALS AS REQUIRED BY PLUMBING CODE.

13. PROTECT ALL PIPING PASSING THROUGH CONCRETE FLOORS AND WALLS AGAINSTEXTERNAL CORROSION BY PROVIDING A PROTECTIVE SHEATHING/WRAP, WHICH WILLALLOW FOR EXPANSION AND CONTRACTION OF PIPING IN ACCORDANCE WITH THE PLUMBINGCODE.

14. PROVIDE PROTECTION AGAINST PHYSICAL DAMAGE FOR PIPING IN ACCORDANCE WITH THEPLUMBING CODE.

15. THE SLOPE FOR HORIZONTAL DRAINAGE PIPING SHALL BE IN ACCORDANCE WITH THEPLUMBING CODE.

16. SANITARY SEWER PIPING SHALL BE INSTALLED WITH A MINIMUM SLOPE OF 1%. WASTEPIPING 3" AND SMALLER SHALL BE INSTALLED WITH A MINIMUM SLOPE OF 2%.

17. SLOPES AND INVERT ELEVATIONS SHALL BE ESTABLISHED BEFORE ANY PIPE IS INSTALLED INORDER TO MAINTAIN PROPER SLOPES. ALL PIPING SHALL BE LOCATED AND DETERMINEDWHEN TO BE INSTALLED TO AVOID CONFLICT WITH OTHER TRADES.

18. CONTRACTOR SHALL COORDINATE LOCATION OF ALL MECHANICAL AND ELECTRICALEQUIPMENT.

19. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS BEFORECONSTRUCTION BEINGS, INCLUDING SEWER INVERT ELEVATION. CONTACT OWNER SHOULDDISCREPANCIES OCCUR.

20. MAINTAIN SERVICE ACCESS TO EQUIPMENT TO ALLOW FOR MAINTENANCE AND FUTUREREPLACEMENT

21. THESE PLANS ARE SCHEMATIC AND DIAGRAMMATIC ONLY. THEY DO NOT SHOW ALLREQUIRED BENDS, OFFSETS, VALVES, AND MISCELLANEOUS FITTINGS FOR A COMPLETEINSTALLATION. THE CONTRACTOR SHALL INSTALL ALL REQUIRED PIPES, VALVES, ANDFITTINGS AS PER CODE, AND TO INSTALL A COMPLETE SYSTEM.

22. OPEN SANITARY VENTS SHALL NOT TERMINATE WITHIN 10 FEET HORIZONTALLY OF ANY AIRINTAKE UNLESS IT IS LOCATED AT LEAST TWO (2) FEET ABOVE THE TOP OF SUCH OPENING.

23. PROVIDE SHUTOFF VALVES FOR ALL BRANCHES OFF MAIN SUPPLY LINES.

24. THE PIPE SIZES AND LENGTHS SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND ARENOT TO BE USED FOR FABRICATION. THE MECHANICAL CONTRACTOR SHALL PREPARE ANDSUBMIT COMPLETE SHOP DRAWINGS FOR APPROVAL IN ACCORDANCE WITH THE PROJECTSPECIFICATIONS.

25. COORDINATE THE EXACT LOCATION AND SIZE OF ALL ROOF, WALL AND SLAB PENETRATIONSWITH THE ARCHITECTURAL DRAWINGS.

26. ANY ADDITIONAL OFFSETS OR FITTINGS REQUIRED FOR PROPER INSTALLATION,COORDINATION WITH OTHER TRADES, AND/OR TO MAINTAIN PROPER CLEARANCES SHALL BEPROVIDED FOR A COMPLETE AND WORKING SYSTEM.

27. ALL PIPING SYSTEM SUPPORT AND HANGER MATERIAL, SPACING AND METHOD OFATTACHMENT SHALL BE PER PROJECT SPECIFICATIONS.

28. WATER LINES SHALL NOT BE ROUTED ABOVE ANY ELECTRICAL ROOM, ELECTRICAL PANELSOR TELEPHONE ROOMS.

29. MAINTAIN PIPING A MINIMUM OF 7'-0” A.F.F. IN ALL MECHANICAL ROOMS. ALL PIPING SHALL BELOCATED AS HIGH AS POSSIBLE.

30. CONTRACTOR MAY RE-ROUTE PIPING IF A BETTER ROUTE THAN THE EXISTING ISDETERMINED. OBTAIN APPROVAL FROM ENGINEER AND OWNER PRIOR TO INSTALLATION.

31. REPAIR ALL PENETRATIONS AND DAMAGE GENERATED FROM DEMOLITION ANDINSTALLATION OF NEW PIPING. MATERIALS AND FINISHES SHALL MATCH ADJACENTSURFACE/MATERIAL.

PLUMBING ABBREVIATIONS: PLUMBING NOTES:# NUMBER, POUND% PERCENT& AND@ AT°F DEGREES FAHRENHEIT°C DEGREES CENTIGRADEAFF ABOVE FINISHED FLOORAPD AIR PRESSURE DROPAPPROX APPROXIMATEASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION,

AND AIR CONDITIONING ENGINEERS, INC.ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERSASTM AMERICAN SOCIETY OF TESTING MATERIALSAV AIR VALVEBDD BOILER BLOW DOWNBFF BELOW FINISHED FLOORBFP BACKFLOW PREVENTERBFV BUTTERFLY VALVEBO BLOW OFF, BY OTHERSBOD BOTTOM OF DUCTBOF BOTTOM OF FOOTINGBOS BOTTOM OF STEEL, BOTTOM OF SLOPEBOT BOTTOMBOW BOTTOM OF WALLBV BALL VALVEC TO C CENTER TO CENTERCA COMPRESSED AIRCAP CAPACITYCHD CHEMICAL DRAINCHEM CHEMICALCHS CHEMICAL SUPPLYCI CAST IRONCL CENTER LINECO CLEAN OUTCV CONTROL VALVECW COLD/CITY WATERCWR COLD WATER RETURNCWS COLD WATER SUPPLYD DRAINDEG, ° DEGREESDEMO DEMOLITIONDI DUCTILE IRON, DROP INLETDIA DIAMETERDN DOWNDPW DOMESTIC POTABLE WATERDS DOWNSPOUTDWV DRAIN, WASTE AND VENTEA EACHET EXPANSION TANKEWC ELECTRIC WATER COOLEREWT ENTERING WATER TEMPERATUREEXST EXISTINGFCO FLOOR CLEANOUTFD FLOOR DRAINFDC FIRE DEPARTMENT CONNECTIONFF FINISHED FLOORFG FINISHED GRADEFH FIRE HYDRANTFL FLANGEFLEX FLEXIBLEFOG FUEL OIL GAUGEFOR FUEL OIL RETURNFOS FUEL OIL SUPPLYFOV FUEL OIL VENTFPM FEET PER MINUTEFT, ' FOOT/FEETFTR FIN TUBE RADIATIONG GASGA GAUGE, GAGEGAL GALLONGALV GALVANIZEDGM GAS METERGPM GALLONS PER MINUTEGR GLYCOL RETURNGS GLYCOL SUPPLYGV GATE VALVEHB HOSE BIBBHPC HIGH PRESSURE CONDENSATEHPS HIGH PRESSURE STEAMHW HOT WATERHWC HOT WATER CIRCULATIONHWH HOT WATER HEATERHWP HOT WATER PUMPHWR HOT WATER RETURNHWS HOT WATER SUPPLYHWT HOT WATER TANKHYD HYDRANTID INSIDE DIAMETERIE INVERT ELEVATIONIN, " INCHINV INVERTIW INDUSTRIAL WASTEIWH INSTANTANEOUS WATER HEATERJAN JANITORL LENGTHLBS POUNDSLP LOW PRESSURELPC LOW PRESSURE CONDENSATELPG LOW PRESSURE GASLPS LOW PRESSURE STEAMLS LEVEL SWITCHLT LEVEL TRANSMITTERLVL LEVELM METERMAN MANUALMEZZ MEZZANINEMFR MANUFACTURERMIN MINIMUMN.C. NORMALLY CLOSEDN.O. NORMALLY OPENN/A NOT APPLICABLENPT NATIONAL PIPE THREADNPW NON-POTABLE WATERNTS NOT TO SCALEOD OUTSIDE DIAMETERPD PRESSURE DROPPOC POINT OF CONNECTIONPRV PRESSURE REDUCING VALVEPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPSIG POUNDS PER SQUARE INCH GAUGEPV PLUG VALVEPVC POLYVINYL CHLORIDEPW POTABLE WATER

R RADIUSRD ROOF DRAINRDO ROOF DRAIN OVERFLOWRED REDUCERREST RESTROOMRET RETURNRFGT REFRIGERANTRPBP REDUCED PRESSURE BACKFLOW

PREVENTORRPM REVOLUTIONS PER MINUTERS RAW SEWAGES SINKSHR SHOWERSP STATIC PRESSURESS SANITARY SEWERSST STAINLESS STEELSTM STEAMSTO STORMSW SERVICE WATERT THERMOMETERTBD TO BE DETERMINIDEDTD TANK DRAINTDV TRIPLE DUTY VALVETEMP TEMPERATURETMPD TEMPEREDTMV THERMOSTATIC MIXING VALVETOC TOP OF CONCRETETOD TOP OF DUCTTOF TOP OF FOOTINGTOG TOP OF GRATETOM TOP OF MASONRYTOP TOP OF PIPETOS TOP OF STEELTOW TOP OF WALLTSP TOTAL STATIC PRESSURETYP TYPICALV VENTVIF VERIFY IN FIELDVTR VENT TO ROOFWC WATER CLOSETWCO WALL CLEANOUTWH WATER HEATERWL WATER LINEWM WATER METERWP WATER PROOFWPD WATER PRESSURE DROPYCO YARD CLEANOUTYD YARD DRAIN

ELBOW DOWN - SIDE CONNECTION

SIDE OUTLET ELBOW - UP

ELBOW TURN DOWN

ELBOW TURN UP

45° ELBOW DOWN

FLEX HOSE TUBE

BLIND FLANGE

PIPE JOINT BALL

EXPANSION JOINT - FLANGED

EXPANSION JOINT - SCREWED

EXPANSION LOOP

DRAIN OPENING FUNNEL

PITCH DROP

PITCH RISE

QUICK DISCONNECT

PIPE PLUG

PIPE PLUG - SCREWED

SEAL WATER CONNECTION

REDUCER

SLEEVE

UNION

ECCENTRIC REDUCER

VALVE - GLOBE (SOLENOID)

VALVE - SPRING CHECK

VALVE - GATE (AIR OPERATED)

MOTOR OPERATED THROTTLE

D

R

Q.D.

VALVE - 3-WAY AIR MOTOR

VALVE - 3-WAY ELEC. MOTOR

ACTUATOR - ELEC. MOTOR

VALVE - GLOBE (MOTORIZED)

PIPE COCK SCREWED

PNEUMATIC OPERATED THROTTLE

WATER REGULATOR VALVE

VALVE - 3-WAY SOLENOID

ACTUATOR - MANUAL STEM/YOKE

VALVE - 4-WAY SOLENOID

ACTUATOR - MANUAL LEVER

VALVE - BALL

VALVE - ANGLE (EL VIEW)

VALVE - GATE (HOSE CONNECTION)

VALVE - ANGLE (PLAN VIEW)

ACTUATOR - MANUAL NON-RISE

VALVE - SWING GATE CHECK

S

M

W

VALVE - PRESSURE REDUCING

VALVE - SAFETY PRESSURE RELIEF

VALVE - SAFETY TEMP/PRESS RELIEF

VALVE - 3-WAY MANUAL

VALVE - DIAPHRAGM

ACTUATOR - SOLENOID

ACTUATOR - DIAPHRAGM

ACTUATOR - PNUEMATIC

VALVE - GLOBE (AIR OPERATED)

TEE - OUTLET DOWN

TEE - OUTLET DOWN W/ ELBOW

VALVE - GATE

VALVE - GATE (MOTORIZED)

VALVE - GLOBE ANGLE (EL VIEW)

VALVE - GLOBE

VALVE - GLOBE ANGLE (PLAN VIEW)

VALVE - AUTO EXPANSION

VALVE - BUTTERFLY

VALVE - NEEDLE

VALVE - PLUG

PI

TI

FE

PRESSURE INDICATOR

TEMPERATURE INDICATOR

FLOW ELEMENT

CENTRIFUGAL PUMP

WS

XX

S

GT

MAX

AIR RECEIVER TANK

COMPRESSED AIR FILTER

DUPLEX AIR COMPRESSOR

EMERGENCY SHOWER

GAS CYLINDER

BOILER RETURN TRAP

WATER SOFTENER

FLOOR CLEANOUT

FLOOR DRAIN

YARD HYDRANT

TOTALIZING METER

AIR ELIMINATOR

AIR SEPERATOR

GREASE TRAP

HORIZONTAL CLEANOUT

ROOF DRAIN

ROTAMETER

SAMPLE FUNNEL

SIGHT GLASS

STEAM TRAP

BASKET STRAINER

PUMP (SCHEMATIC)

STRAINER

STRAINER (BLOW-OFF)

DUPLEX STRAINER

FILTER STRAINER

STRAINER (PLAN)

THERMOSTATIC TRAP

AUTOMATIC AIR VENT

MANUAL AIR VENT

SIMPLEX AIR COMPRESSOR

ELBOW DOWN - W/ TEE

4-WAY TEE - UP

TEE - HORIZONTAL

ELBOW - 90°

ELBOW - 45°

ELBOW - 22.5°

TEE - OUTLET UP

M

A

S

A

M

M

S

S

A

M

S

A

XXX GENERAL EQUIPMENT

AV

YARD CLEANOUT

EQUIPMENT TAGTAG-#

NEW

EXISTING

PLUMBING LINETYPES:

PLUMBING SYMBOLS

HIDDEN OR UNDERGROUND

WYE - 45°

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PENDANT SPRINKLER HEAD

DEMOLITION LIMITS

Page 31: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

1

2

3

3.4

3.8

ABCDE

1 1 / 2" PW & 3 / 4" TO3 LAVS1 SINK3 WC'S1 VENDING MACHINE(PROVIDE 1 / 2" PW TOVENDING MACHINE VALVE& CAP. FINAL CONNECTIONBY OWNER.)

1" HW & 1 1 / 2" PWDN TO 2 WC, 2 SH& 2 LAVS

1" HW 1 1 / 2" PWTO 2 WC, 3 UR4 LAVS & 2 SH

1 1 / 2" VENT UP

3 / 4" HW, 1 1 / 2" PWTO 2 WC, 2 LAVS

3 / 4" PW & HWTO 1 WC, 1 LAV,1 JS & 1 WH

1 / 2" PW DN TO EWC- 1H

1 1 / 2" V

2"V

L-2H

WC-1H

2"

1 1 / 2"

2"V

1 1 / 4"

L-2H

WC-1H

H & PW DN TO SK-1

2"

3" V UP TO 4" VTR

3/4"

3/4"

L-1H

L-1H

L-1H

L-1H

DN TO U-1

1 1 /2" V

PW DN TO U-1 & U-1H

2" PW 2" V3 /4" HWR1 1 /2" HW

1 1 / 2" V

3 /4" HW3 /4" HWR1 1/ 2" PW

L-2H

HW & PWDN TO

PW DN TOWC-1H

1 1 /4" HW3 /4" HWR2 1 /2" PW

1 1 /2" PW &1" HW TO 2LAVS,M 2SHOWERS &2 WC'SSK-1

1 1 /2" V

1 1 /2" V

1 1 /2" V

2" V

FIRE PROTECTION CONTRACTOR TO INSTALL ORDINARY HAZZARD PROTECTIONFOR ENTIRE BUILDING AND ALLOW FOR FUTURE ADDITION OF APPROX. 3500 PERNFPA 13. SPRINKLER SPACING TO BE 1300 PER SPRINKLER AND SYSTEM TO BEHYDRAULICALLY CALCULATED.

RUN 1" GAS UNDERGROUND TO GENERATOR PROVIDE SHUT-OFF VALVE, UNIONSAND FLEX CONNECTION AT UNIT.PROVIDE INCREASES OF REDUCER AS REQUIRED.

FIRE PROTECTION ASSEMBLY

MECH. EQUIPMENT TO BE LAID OUT SOTHAT NO ACCESS DOORS AREPUT IN THIS AREA.

2" VENT UP& 3" VTR

1 1 /2" HW3 /4" HWR2 1 /2" PW

GAS METER BY UTILITY COMETER TO BE FOR 2142 CFH

WATER METER

FLOW SWITCH

OUTDOOR HORN STROBE (BY ELEC.)

SIAMESE HOSE CONNECTION

GENERATOR BY ELECT.

2" VENT UP& 3" VTR

3 /4"

3 /4"

2"

SK-1

HW&PWDN TOSK-1

WC-1H

1 /2" V

2" V

3 /4"1 1/4"

3 /4" PRESSURERELIEF VALVETO FD

WH-1

1"

PWG

GAS TRAIN

L2-H

1/ 2" PW DNTO HOSE BIBB

HW & PWDN TOS-1

2"

2" V

2" V

HW & PW

DN TO SK-1

3 /4"

2"

1"

2" V

3/ 4 "

JS-1

PW & HWDN TO

S-1

SK-1

2" VENTUP

2" V

WC-1H

WC-1

U-1 U-1

U-1HS-1HS-1

SK-1

1 1/4"

PWWC-2 WC-2

PW DN TOWC-1

2" V

2"

2" VENTPW DN

TOWC-1H

L-1H

1 1 /2" V

1 1/ 2" HW3 /4" HWR2 1/ 2" PW

2 1/2"

3/4"

P-3 1"

2 1/2"

2 1/2"

L-2H

WC-1H

3/4" PW&HW TO 3LAVS &1 EWC

WC-1H

L-2H

L2-H

WC-1H

1"

WC-1H

WC-1H

WC-1

WC-1

L-1H

L-1H

L-1H

L-1H

2" VENTUP & 3VTR

2"

2" VENT

1"

2"

PW DN TOWC-1

PW DN TOWC-1H

S-1H

S-12"

3/4"

1/2"

4

5

5

5

1

3

2PHASE 2

PHASE 1

PHASE 2

PHASE 1

# DEMOLITION KEYNOTES:1. DEMOLISH AND REMO VE EXISTING LAVATORY AND FAUCET, WATER CLOSET AND FLUSH VALVE.

DEMOLISH AND REMO VE EXISTING POTABLE AND HOT WATER PIPIN G SERVING TOILET ROOM BAC KTO BRANCH CONNECTION AND CAP. DEMOLISH AND REMO VE EXISTING SANITARY VENTS BACK TOBRANCH CONNECTION AND CAP. PLUG EXISTING SANITARY DRAINS FLUSH WITH FLOOR USINGNON-SHRINK GROUT IN SANITARY LINE, MINIMUM 6" DEEP.

2. DEMOLISH AND REMOVE ALL EXISTING LAVATORIES AND FAUCETS, WATER CLOSETS, URINALS,FLUSH VALVES, SHOWER VALVES AND FIXTURES, AND HANGERS AND CARRIERS. DEMOLISH ANDREMOVE POTABLE AND HOT WATER PIPING BACK TO BRANCH ISOLATION VALVE AND CAP. DEMOLISHAND REMOVE EXISTING SANITARY VENT BACK TO WYE AT BRANCH AND CAP. PLUG EXISTINGSANITARY DRAINS FLUSH WITH FLOOR USING NON-SHRINK GROUT IN SANITARY LINE, MINIMUM 6"DEEP.

3. DEMOLISH AND REMOVE EXISTING WATER CLOSETS, FLUSH VALVES, SHOWER VALVES ANDFIXTURES, AND HANGERS AND CARRIERS. DEMOLISH AND REMOVE EXISTING POTABLE AND HOTWATER PIPING BACK TO BRANCH AND CAP FOR REUSE. DEMOLISH AND REMOVE EXISTING SANITYVENT BACK TO WYE AT BRANCH AND CAP. PLUG EXISTING SANITARY DRAINS FLUSH WITH FLOORUSING NON-SHRINK GROUT IN SANITARY LINE, MINIMUM 6" DEEP. POTABLE AND HOT WATER BRANCHMAIN SHALL REMAIN AND BE REUSED.

4. DEMOLISH AND REMO VE ALL EXISTING LAVATORIES AND FAUCETS , URINAL AND FLUSH VALVE,HANGERS AND CARRIERS. DEMOLISH AND REMO VE EXISTING HOT WATER PIPING BACK TO BRANCHISOLATION VALVE AND CAP. DEMOLISH AND REMOVE POTABLE WATER SERVING LAVATORIES ANDURINAL. DEMOLISH AND REMO VE EXISTING SANITARY VENT FROM LAVATORIES AND URINAL TOBRANCH WYE AND CAP.

5. POTABLE WATER, HOT WATER, AND SANITARY AND VENT PIPING TO JANITOR CLOSET, UNISEXRESTROOM, AND ELECTRIC WATER COOLER, AND POTABLE WATER TO EXTERIOR HOSE BIBB SHALLREMAIN.

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DOMESTIC WATERAND VENTING DEMOLITION PLAN1

P-002 SCALE: 1/4"=1'-0"

N

0

SCALE:

4' 8' 16'

1/8" = 1'-0''

NOTES:EXISTING INFORMATION SHOWN IS BASED ON REDSTONE ARCHITECTS PROJECT 2969.01,DRAWING M-2 DATED 12-16-1993.NO DEMOLITION WORK IN PHASE 1

Page 32: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

1

2

3

3.4

3.8

ABCDE

UP TOEWC-1H

3"

4"

UP TOSK-1

UP TOL-2H

2" V

UP TOWC-1H

UP TOL-2H

UP TOL-2H

UP TOWC-1H

UP TO S-1

UP TOWC-1H

UP TO FD2"V UP

UP TO FD

C.O

2" VENT UP

UP TO S-1& S-1H

4"

UP TO U-1H

4"

UP TOWC-1

UP TO(2) U-1

3"3"

3"

UP TO(2) L-1H

4"

3"

3"

3"

2V"

4"

2 V"

UP TO (2)L-1H

3"

UP TO EWC-1H

1.E: 720.5

3"

UP TO SK-1

8" RC

8" RC FROMABOVE

C.O

UP TOL-1

UP TO SK-1

4"

I.E.: 717.0

C.O.

C.O.

4"

3"

3" 3"

UP TOWC-1H

UP TO L-2HUP TOSK-1

2" V UP

UP TO FD UP TO FD

4"

4" 3" 3"

4"

4"

2" V

C.O

3"3"

UP TO SK-1

UP TOWC-1H UP TO

JS-1

2" VENT UP

UP TOJS-1

UP TOWC-2H UP TO

WC-2H

C.O

UP TOS-1

4"

C.O.

4"

C.O.

UP TOL-2H

UP TOWC-1H

2" VENT UP

UP TO WALLC.O.

UP TO(3) L-1H

2"

2" VENT UP

UP TO FD

C.O.

2"OIL INTERCEPTOR

C.O.

C.O.

UP TO FD

INTERSEPTOR TO BE FLUSH W/FLOOR10 GPM 2" THREADED CONNECTIONSCASCADE BOTTOM VISIBLE DOUBLEWALL TRAP. REMOVABLE BAFFLESAND SEDIMENT BUCKET, 2 VENTCONNECTIONS EACH SIDE, GASKETEDCOVER AND FLOW CONTROL FITTINGS.JOSAM MODEL 60503 OR EQUAL.

3"

4"

3" V UP

2" VENT UP

4"

UP TOWC-1

UP TOWC-1H

UP TO FD

UP TO FD

UP TO S-1

2"V

2"V

UP TOWC-1

2"V

C.O.

SANSAN

SAN V V

SAN

1

PHASE 2

PHASE 1

PHASE 2

PHASE 1

2

5 5

5

4

3

# DEMOLITION KEYNOTES:1. DEMOLISH AND REMOVE EXISTING LAVATORY, P-TRAP AND SANITARY PIPING BACK THRU WALL AND

CAP. DEMOLISH AND REMOVE EXISTING WATER CLOSET AND SANITARY PIPING BACK THRU FLOOR.PLUG EXISTING SANITARY DRAINS FLUSH WITH FLOOR USING NON-SHRINK GROUT IN SANITARY LINE,MINIMUM 6" DEEP.

2. DEMOLISH AND REMOVE EXISTING LAVATORIES, P-TRAPS, SHOWERS, AND SANITARY PIPINGBACKTHRU FLOOR. PLUG EXISTING SANITARY DRAINS FLUSH WITH FLOOR USING NON-SHRINK GROUTIN SANITARY LINE, MINIMUM 6" DEEP.

3. DEMOLISH AND REMOVE EXISTING LAVATORIES, P-TRAPS, WATER CLOSETS, URINAL, SHOWERS ANDSANITARY PIPING THRU FLOOR. PLUG EXISTING SANITARY DRAINS FLUSH WITH FLOOR USINGNON-SHRINK GROUT IN SANITARY LINE, MINIMUM 6" DEEP.

4. DEMOLISH AND REMOVE EXISTING WALL CLEANOUT AT ELECTRIC WATER COOLER AND PIPING TOFLOOR.

5. EXISTING 4" SAN SHALL REMAIN FOR CONTINUOUS USAGE OF JANITOR CLOSET, UNISEX RESTROOM,ELECTRIC WATER COOLER, AND MECHANICAL ROOM DRAIN.

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SANITARY SEWER DEMOLITION PLAN1P-003 SCALE: 1/4"=1'-0"

N

0

SCALE:

4' 8' 16'

1/8" = 1'-0''

NOTES:EXISTING INFORMATION SHOWN IS BASED ON REDSTONE ARCHITECTS PROJECT 2969.01,DRAWING M-1 DATED 12-16-1993.NO DEMOLITION WORK IN PHASE 1.

Page 33: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

UP

1 1

22

33

3.5

4.0

3.4

3.8

A

A

B

B

C

C

D

D

E

E C.4

(E) 2

" PW

LAV-1

WC-1

WC-1

LAV-1

LAV-1

WC-1

1

2

(TYP. 2)

(TYP. 2)

2" PW & 3/4" HW TORESTROOM GROUP

SH-1 3

1

2

1

2

1-1/2" PW &3/4" HW1-1/2" PW &

3/4" HW

1 1 / 2" PW & 3 / 4" TO3 LAVS1 SINK3 WC'S1 VENDING MACHINE(PROVIDE 1 / 2" PW TOVENDING MACHINE VALVE& CAP. FINAL CONNECTIONBY OWNER.)

1" HW & 1 1 / 2" PWDN TO 2 WC, 2 SH& 2 LAVS

1" HW 1 1 / 2" PWTO 2 WC, 3 UR4 LAVS & 2 SH

1 1 / 2" VTR

3 / 4" PW & HWTO 1 WC, 1 LAV,1 JS & 1 WH

1 / 2" PW DN TO EWC- 1H

L-2H

2"

1 1 / 2"

2"V

1 1 / 4"

L-2H

H & PW DN TO SK-1

2"

3" V UP TO 4" VTR

3/4"

3/4"

L-1H

L-1H

L-1H

L-1H

DN TO U-1

1 1 /2" V

PW DN TO U-1 & U-1H

2" PW 2" V3 /4" HWR1 1 /2" HW

1 1 / 2" V

3 /4" HW3 /4" HWR1 1/ 2" PW

L-2H

HW & PWDN TO

PW DN TOWC-1H

SK-1

1 1 /2" V

1 1 /2" V

1 1 /2" V

2" V

FIRE PROTECTION CONTRACTOR TO INSTALL ORDINARY HAZZARD PROTECTIONFOR ENTIRE BUILDING AND ALLOW FOR FUTURE ADDITION OF APPROX. 3500 PERNFPA 13. SPRINKLER SPACING TO BE 1300 PER SPRINKLER AND SYSTEM TO BEHYDRAULICALLY CALCULATED.

RUN 1" GAS UNDERGROUND TO GENERATOR PROVIDE SHUT-OFF VALVE, UNIONSAND FLEX CONNECTION AT UNIT.PROVIDE INCREASES OF REDUCER AS REQUIRED.

FIRE PROTECTION ASSEMBLY

1 1 /2" HW3 /4" HWR2 1 /2" PW

GAS METER BY UTILITY COMETER TO BE FOR 2142 CFH

WATER METER

FLOW SWITCH

OUTDOOR HORN STROBE (BY ELEC.)

SIAMESE HOSE CONNECTION

GENERATOR BY ELECT.

2" VENT UP& 3" VTR

3 /4" 3 /4"

3 /4"

2"

SK-1

HW&PWDN TOSK-1

WC-1H

1 /2" V

2" V

3 /4"1 1/4"

3 /4" PRESSURERELIEF VALVETO FD

WH-1

1"

G

GAS TRAIN

L2-H

1/ 2" PW DNTO HOSE BIBB

HW & PWDN TOS-1

2"

2" V

2" V

HW & PWDN TO SK-1

3/ 4 "

JS-1

PW & HWDN TO

S-1

SK-1

2" VENTUP

2" V

WC-1H

WC-1

U-1 U-1

U-1HS-1HS-1

SK-1

1 1/4"

WC-2 WC-2

2" VENT

1 1/ 2" HW3 /4" HWR2 1/ 2" PW

2 1/2"

3/4"

P-3 1"

2 1/2"

2 1/2"

L-2H

WC-1H

WC-1H

L-2H

L2-H

WC-1H

1"

(E) 2" VENTUP & 3" VTR

2" V

2" V

2" V

(E) 2" V

(E) 2" VTR

2" V

4

1-1/2" PW &3/4" HW

(E) 1

" HW

(E) 2" V

(E) 2

" V

EWC

4

4

(E) 2

" V

5

PHASE 2

PHASE 1

PHASE 2

PHASE 1

2" V

2" V

1/2" PW & 1/2" HW

# PLAN KEYNOTES:1. 1/2" PW & 1/2" HW TO LAVATORY WITH ISOLATION VALVES, PROVIDE UNDER-COUNTER WATER

TEMPERING VALVE FOR EACH LAVATORY, SEE SPECIFICATIONS. 2" SANITARY CIRCUIT VENT FROMLAVATORY TIED IN TO EXISTING VENT THRU ROOF.

2. 1" PW TO WATER CLOSET, PROVIDE WATER HAMMER ARRESTER AT FEED TO EACH WATER CLOSET,SEE SPECIFICATIONS. 2" SANITARY CIRCUIT VENT FROM WATER CLOSET TIED IN TO EXISTING VENTTHRU ROOF.

3. 1/2" PW & 1/2" HW TO SHOWER, PROVIDE WATER TEMPERING VALVE ON HOT WATER SUPPLY TOSHOWER. 2" SANITARY CIRCUIT VENT FROM SHOWER TIED IN TO EXISTING VENT THRU ROOF.

4. LOCATION OF PW & HW TIE IN TO EXISTING, PROVIDE ISOLATION VALVES.5. CONNECT NEW PENDANT SPRINKLER HEAD INTO NEAREST EXISTING FIRE PROTECTION MAIN HEADER

USING 1" FIRE PROTECTION PIPE. SPRINKLER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITHNFPA 13, NFPA 72, AND NFPA 101. FIRE PROTECTION PIPING MATERIAL AND CONSTRUCTION SHALLMATCH EXISTING CONDITIONS. ESCUTCHEONS SHALL BE ONE-PEICE METALLIC TYPE WITH A DEPTHOF LESS THAN 3/4 INCH AND SUITABLE FOR INSTALLATION ON PENDENT SPRINKLERS, FINISH TOMATCH EXISTING CONDITIONS.

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DO

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RA

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NTI

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N

DOMESTIC WATERAND VENTING PLAN1

P-101 SCALE: 1/4"=1'-0"

N

0

SCALE:

4' 8' 16'

1/8" = 1'-0''

NOTES:EXISTING INFORMATION SHOWN IS BASED ON REDSTONE ARCHITECTS PROJECT 2969.01,DRAWING M-2 DATED 12-16-1993.

Page 34: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

UP

1 1

22

33

3.5

4.0

3.4

3.8

A

A

B

B

C

C

D

D

E

E C.4

UP TOEWC-1H

3"

4"

UP TOSK-1

2" V

UP TOL-2H

UP TOL-2H

UP TOWC-1H

UP TO S-1

UP TOWC-1H

UP TO FD2"V UP

UP TO FD

C.O

2" VUP TO S-1 & S-1H

4"

UP TO U-1H

4"

UP TOWC-1

UP TO(2) U-1

3"3"

3"

UP TO(2) L-1H

4"

3"

3"

3"2V"

4"

2 V"

UP TO (2)L-1H

3"

UP TO EWC-1H

3"

UP TO SK-1

4"

I.E.: 717.0

C.O.

C.O.

4"3"

3" 3"

UP TO L-2H

UP TO SK-1

2" V UP

UP TO FD UP TO FD

4"

4" 3" 3"

4"4"

2" V

C.O

3"3"

UP TO SK-1

UP TOJS-1

2" VENT UP

UP TOJS-1

UP TOWC-2H UP TO

WC-2H

C.O

UP TOS-1

4"

C.O.

C.O.

UP TOL-2H UP TO

WC-1H2" VENT UP

2"

2" VENT UP

UP TO FD

C.O.

2"OIL INTERCEPTOR

C.O.

C.O.

UP TO FD

INTERSEPTOR TO BE FLUSH W/FLOOR10 GPM 2" THREADED CONNECTIONSCASCADE BOTTOM VISIBLE DOUBLEWALL TRAP. REMOVABLE BAFFLESAND SEDIMENT BUCKET, 2 VENTCONNECTIONS EACH SIDE, GASKETEDCOVER AND FLOW CONTROL FITTINGS.JOSAM MODEL 60503 OR EQUAL.

3"

4"

3" V UP

2" VENT UP

4"FD

SAN V V

SAN

3" SAN

3" SAN

LAV-1

WC-1

LAV-1

WC-13"SAN

1

2

2

1

4

2" V

2" VW/ WCO

2" V

2" V

5

FD-1

FD-1

3" SAN

6

7

7

PHASE 2

PHASE 1

PHASE 2

PHASE 1

WC-1(TYP. 2)

2

3

1

2" V

2" V

5

3" S

AN

LAV-1(TYP. 2)

SH-1

FD-1(TYP. 3)

3" SAN (TYP.EACH FD-1)

2" V

3" SAN

EXISTING 3" VTR(ABOVE CEILING)

(E) S

AN

(E) S

AN

WCO WCO

(E) 4" SAN

# PLAN KEYNOTES:1. 1-1/2" SAN FROM LAVATORY. PROVIDE LAVATORY TRAP PRIMER

CONNECTION TO RESTROOM FLOOR DRAIN.2. 3" SAN FROM WATER CLOSET.3. 2" SAN FROM SHOWER.4. TIE IN TO EXISTING 3" SANITARY STACK.5. TIE IN TO EXISTING 4" SANITARY BRANCH.6. INSTALL NEW FLOOR CLEANOUT INTO EXISTING SANITARY WHERE

EXISTING WALL CLEANOUT WAS REMOVED.7. 1/2" CONDENSATE TUBING FROM AIR CONDITIONER CONDENSATE

PUMP TO SANITARY DRAIN STACK.

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OR

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N

SANITARY SEWER FLOOR PLAN1P-102 SCALE: 1/4"=1'-0"

N

0

SCALE:

4' 8' 16'

1/8" = 1'-0''

NOTES:EXISTING INFORMATION SHOWN IS BASED ON REDSTONE ARCHITECTS PROJECT 2969.01,DRAWING M-1 DATED 12-16-1993.

PLUMBING NOTES:1. SAW CUT EXISTING FLOOR AS REQUIRED FOR NEW SANITARY

SEWER, AND REPAIR & REPLACE CONCRETE TO MATCH EXISTING.

Page 35: CITY OF RICHMOND RICHMOND POLICE/ CITY HALL ......5110 TYPE M5 (ADA) IN SIDEWALK RAMPS E.J.I.W. NO. 7065" NO. 7045" NO. 1040 TYPE M1 OR APPROVED EQUAL SET IN MORTAR. OUTSIDE STREET

PLUMBING SCHEDULE

MARK QUANTITY DESCRIPTION CONNECTIONS CAPACITY ELECTRICALMANUFACTURER

MODEL NO.(OR APPROVED EQUAL)

REMARKS

NOTES:1. WC-1 ACCESSORIES:

FLUSH VALVE: KOHLER - K-13516SEAT: KOHLER - K-4731-C

2. LAV-1 ACCESSORIES:FAUCET: KOHLER - K-15243 (WITH LEVER HANDLES)STRAINER: WATTS - SERIES 629P-TRAP: WATTS - SERIES 502 (WITH INTEGRAL CLEANOUT AND TRAP PRIMER CONNECTION)

3. SH-1 ACCESSORIES:SHOWER SURROUND/BASE: KOHLER - K-12100-CVALVE & TRIM KIT: KOHLER - K-T6913-4HAND SHOWER KIT: KOHLER - K-8520

WC-1 4 WALL-MOUNTEDWATER CLOSET

1" PW3" SAN 1.6 GPF SEE NOTE 1N/A KOHLER

K-4325

LAV-1 4 WALL HUNGLAVATORY

3/8" PW, 3/8" HW1-1/4" SAN 0.5 GPM SEE NOTE 2N/A KOHLER

K-12638

SH-1 1 ADA SHOWER KIT 2.5 GPM N/A1/2" PW, 1/2" HW2" SAN SEE NOTE 3-

WALL PIPE PENETRATION DETAILNO SCALE

TERMINATE SLEEVEFLUSH WITH FINISHEDWALL SEAL OR CAULK

PIPE AND INSULATION (IFPROVIDED) TO BE CENTERED IN

SLEEVE - DO NOT SUPPORT PIPEFROM SLEEVE

INTERIORWALL

FINISHED ESCUTCHEON PLATEFLUSH AGAINST WALL AND OFSIZE TO COMPLETELY COVEROPENING (FOR EXPOSEDCONDITIONS)

STANDARD WEIGHT STEELPIPE SLEEVE OF SIZE TOPASS PIPE ANDINSULATION (IF PROVIDED)

FLOWFLOW

WASTE LINE

1/8" BEND AND END OF LINE CLEANOUT

CLEANOUT PLUG

COUNTERSUNK SCREW

POLISHED S.S. ACCESSCOVER

SEALANT AROUNDPENETRATION OF FITTING

MAY EXTEND ASWASTE OR VENT

C.I. CLEANOUT TEE

WASTE LINE,LENGTH TO SUIT

CAULKING FERRULESEALANT AROUND

PENETRATION OF FITTING

FINISHED FLOORCLEANOUT PLUG

CSK SCREWCLEANOUT COVER

CONCRETE SURFACE OR FLOORCOVERING AS REQUIRED

FINISHED FLOOR CLEANOUT DETAILSCALE: NONE

WALL CLEANOUT DETAILSCALE: NONE

FLOOR DRAINFINISHED FLOOR

SANITARY DRAIN(MINIMUM 3")

DRAIN TRAP(TYP. ALL DRAINS)

TRAP PRIMING TUBING

FLOOR DRAIN / EQUIPMENT DRAINWITH TRAP PRIMER DETAILSCALE: NONE

1" AIR GAP2"

EQUIPMENT DRAIN

NEAREST LAVATORY P-TRAP

NOTES:1. LAVATORY MAY ONLY SERVE SINGLE DRAIN TRAP.

FINISHED FLOOR

FD-1 4 FLOORDRAIN 3" SAN N/A PROVIDE P-TRAP WITH TRAP PRIMER CONNECTIONJR SMITH

2005Y04A06NB-PN/A

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P-601

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x x x x x x x x x x x x x x x

#4 @ 8" O.C. E.W. OVERTOP OF DRILLED DOWELS

EXIST SLAB + REINF

FILL REPAIR AREA WITH CONCRETEREPAIR MORTAR AFTER APPLYING EPOXYBONDING AGENT TO EXISTING CONCRETESURFACES.

DRILL AND EPOXY #4 x 1'-6"DOWELS @ 8" O.C. W/ 5" EMBED(4 SIDES)

ROUGHENED SURFACE W/ 14" AMPLITUDE

(MIN) FOR REMAINING DEPTH OF SLAB

VERIFY THAT EXIST SUBGRADE ISWELL COMPACTED

SMOOTH SAW CUT SURFACE, 2" DEPTH(TYP AROUND PERIMETER)

CONCRETE FLOOR SLAB REPAIR DETAILSCALE: NONE

STORM OR SANITARY SEWER STACK

BALL FLOAT BACK FLOWPREVENTOR,WATTS MODEL: BV-300 (OR EQUAL)

OPEN SITE DRAIN

SLOPE CONDENSATE DRAIN PERMANUFACTURER'S REQUIREMENTS

P-TRAP

FAN COIL OR AIRCONDITIONING UNIT

CONDENSATE PUMP

CEILING CEILING

PUMPED CONDENSATE DRAIN DETAILNO SCALE

NOTES:1. CONDENSATE DRAIN, TRAP, AND VALVE ASSEMBLY SHALL BE

INSTALLED ABOVE CEILING IN ACCESSIBLE AREA.