city of richmond richmond police/ city hall ......5110 type m5 (ada) in sidewalk ramps e.j.i.w. no....
TRANSCRIPT
![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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/1.jpg)
PROJECT LOCATION: CLIENT INFORMATION:
Tt PROJECT No.: CLIENT PROJECT No.:
PROJECT DESCRIPTION / NOTES:
www.tetratech.com
ISSUED:
VICINITY MAP:
8/25
/201
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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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/2.jpg)
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
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
GRASS
GRASS
GRASS
GRASS
GRASS
GRASSGRASS
GRASS
GRASS
CONC.
ASPH
GRASS
720.93
CONC.
CO
NC
.
720.35
720.48
720
720
719
719
720
720
720
720
720
721
721 72
0
720
719
719
719
721
721
721
721
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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C-101
SIT
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0
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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/3.jpg)
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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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200-12751-14006
Designer
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AD101
CITY
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![Page 4: 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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/4.jpg)
EARTHWORK
GRAVEL
PLASTER,GROUT
CONCRETEMASONRY
CLAY MASONRY
METAL
PLYWOOD
FINISH LUMBER
WOOD STUDS,BLOCKING
BATTINSULATION
ACOUSTICALTILE
RIGIDINSULATION
CONCRETE
SAND
HATCH LEGEND
BUILDING, WALL SECTION SYMBOL
DETAIL SYMBOL
ROOM NAME AND NUMBER
WALL TYPE IDENTIFICATION
EXTERIOR ELEVATION SYMBOL
INTERIOR ELEVATION SYMBOL
VERTICAL OR SPOT ELEVATION
REVISION IDENTIFICATION
CONSTRUCTION GRID LINEIDENTIFICATION
FLOOR FINISH TRANSITION
?
?
??
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LETTER OR NUMBER INDICATES SECTIONSHEET NUMBER WHERE FIRST KEYEDSHEET NUMBER WHERE SECTION IS DRAWN
LETTER OR NUMBER INDICATES SECTIONSHEET NUMBER WHERE SECTION IS DRAWN
LETTER OR NUMBER INDICATES SECTION
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COMPASS POINT INDICATES WHICHELEVATIONS ARE DRAWNSHEET NUMBER WHERE EXTERIORELEVATION IS DRAWN
NUMBER INDICATES EXTERIOR ELEVATION
COMPASS POINT INDICATES WHICHELEVATIONS ARE DRAWNSHEET NUMBER WHERE EXTERIORELEVATION IS DRAWN
NUMBER INDICATES EXTERIORELEVATION
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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 /
CONTRACTOR INSTALLEDGFCMU GROUND FACE CONCRETE
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
ABBREVIATIONS GENERAL NOTES PLAN SYMBOLS
MAR
KD
ATE
DES
CR
IPTI
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BY1
07/0
3/14
50%
REV
IEW
SET
J.E.
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28/
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100%
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J.S.
38/
25/1
4IS
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M.
![Page 5: 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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/5.jpg)
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
F
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., SU
ITE
302
BRIG
HTO
N, M
I 481
16PH
ON
E: 8
10.2
25.8
402
FAX
: 810
.220
.009
4
200-12751-14006
Designer
Author
Checker
A002
CITY
OF
RICH
MO
ND
RIC
HM
ON
D P
OLI
CE/
CIT
Y H
ALL
REN
OVA
TIO
NS
CO
DE
PLAN
AN
D A
NAL
YSIS
1/8" = 1'-0"A0021 Code Plan
TRUENORTH
PLANNORTH
MAR
KD
ATE
DES
CR
IPTI
ON
BY1
07/0
3/14
50%
REV
IEW
SET
J.E.
M.
28/
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100%
REV
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J.S.
38/
25/1
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IDS
J.E.
M.
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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
A
2 3 4 5 6 7 8
B
C
D
E
F
G
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Bar Measures 1 inch
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4 1 0
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45 A
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:\Use
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123
BRIG
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N L
AKE
RD
., SU
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302
BRIG
HTO
N, M
I 481
16PH
ON
E: 8
10.2
25.8
402
FAX
: 810
.220
.009
4
200-12751-14006
Designer
Author
Checker
A003
CITY
OF
RICH
MO
ND
RIC
HM
ON
D P
OLI
CE/
CIT
Y H
ALL
REN
OVA
TIO
NS
PHAS
ING
PLA
N
1/8" = 1'-0"A0031 Phasing Plan
TRUENORTH
PLANNORTH
MAR
KD
ATE
DES
CR
IPTI
ON
BY1
07/0
3/14
50%
REV
IEW
SET
J.E.
M.
28/
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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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/7.jpg)
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
G
ww
w.te
trate
ch.c
om
TE
TR
A T
EC
H
Checked By:
Drawn By:
Project No.:
Designed By:
Bar Measures 1 inch
Cop
yrig
ht: T
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8/25
/201
4 1 0
:42:
58 A
MC
:\Use
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uire
\Doc
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123
BRIG
HTO
N L
AKE
RD
., SU
ITE
302
BRIG
HTO
N, M
I 481
16PH
ON
E: 8
10.2
25.8
402
FAX
: 810
.220
.009
4
200-12751-14006
Designer
Author
Checker
A101
CITY
OF
RICH
MO
ND
RIC
HM
ON
D P
OLI
CE/
CIT
Y H
ALL
REN
OVA
TIO
NS
OVE
RAL
L FL
OO
R P
LAN
TRUENORTH
PLANNORTH
1/8" = 1'-0"A1011 New Floor Plan
MAR
KD
ATE
DES
CR
IPTI
ON
BY1
07/0
3/14
50%
REV
IEW
SET
J.E.
M.
28/
1/14
100%
REV
IEW
SET
J.S.
38/
25/1
4IS
SUED
FO
R B
IDS
J.E.
M.
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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/8.jpg)
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
G
ww
w.te
trate
ch.c
om
TE
TR
A T
EC
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Checked By:
Drawn By:
Project No.:
Designed By:
Bar Measures 1 inch
Cop
yrig
ht: T
etra
Tec
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8/25
/201
4 1 0
:43:
12 A
MC
:\Use
rs\ja
son.
mag
uire
\Doc
umen
ts\R
ichm
ond_
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jaso
n.m
agui
re.rv
t
123
BRIG
HTO
N L
AKE
RD
., SU
ITE
302
BRIG
HTO
N, M
I 481
16PH
ON
E: 8
10.2
25.8
402
FAX
: 810
.220
.009
4
200-12751-14006
Designer
Author
Checker
A102
CITY
OF
RICH
MO
ND
RIC
HM
ON
D P
OLI
CE/
CIT
Y H
ALL
REN
OVA
TIO
NS
PHAS
E 1
ENLA
RG
ED P
LAN
TRUENORTH
PLANNORTH
3/16" = 1'-0"A1021 Enlarged Phase 1 Plan
MAR
KD
ATE
DES
CR
IPTI
ON
BY1
07/0
3/14
50%
REV
IEW
SET
J.E.
M.
28/
1/14
100%
REV
IEW
SET
J.S.
38/
25/1
4IS
SUED
FO
R B
IDS
J.E.
M.
![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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/9.jpg)
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
ww
w.te
trate
ch.c
om
TE
TR
A T
EC
H
Checked By:
Drawn By:
Project No.:
Designed By:
Bar Measures 1 inch
Cop
yrig
ht: T
etra
Tec
h
8/25
/201
4 1 0
:43:
25 A
MC
:\Use
rs\ja
son.
mag
uire
\Doc
umen
ts\R
ichm
ond_
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jaso
n.m
agui
re.rv
t
123
BRIG
HTO
N L
AKE
RD
., SU
ITE
302
BRIG
HTO
N, M
I 481
16PH
ON
E: 8
10.2
25.8
402
FAX
: 810
.220
.009
4
200-12751-14006
Designer
Author
Checker
A103
CITY
OF
RICH
MO
ND
RIC
HM
ON
D P
OLI
CE/
CIT
Y H
ALL
REN
OVA
TIO
NS
PHAS
E 2
ENLA
RG
ED P
LAN
3/16" = 1'-0"A1031 Enlarged Phase 2 Plan
TRUENORTH
PLANNORTH
MAR
KD
ATE
DES
CR
IPTI
ON
BY1
07/0
3/14
50%
REV
IEW
SET
J.E.
M.
28/
1/14
100%
REV
IEW
SET
J.S.
38/
25/1
4IS
SUED
FO
R B
IDS
J.E.
M.
![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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/10.jpg)
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
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., SU
ITE
302
BRIG
HTO
N, M
I 481
16PH
ON
E: 8
10.2
25.8
402
FAX
: 810
.220
.009
4
200-12751-14006
JEM
JEM
JS
A130
CITY
OF
RICH
MO
ND
RIC
HM
ON
D P
OLI
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
ATE
DES
CR
IPTI
ON
BY1
07/0
3/14
50%
REV
IEW
SET
J.E.
M.
28/
1/14
100%
REV
IEW
SET
J.S.
38/
25/1
4IS
SUED
FO
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IDS
J.E.
M.
![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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/11.jpg)
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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Designed By:
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BRIG
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N L
AKE
RD
., SU
ITE
302
BRIG
HTO
N, M
I 481
16PH
ON
E: 8
10.2
25.8
402
FAX
: 810
.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
IPTI
ON
BY1
07/0
3/14
50%
REV
IEW
SET
J.E.
M.
28/
1/14
100%
REV
IEW
SET
J.S.
38/
25/1
4IS
SUED
FO
R B
IDS
J.E.
M.
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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/12.jpg)
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
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2 3 4 5 6 7 8
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4 1 0
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BRIG
HTO
N L
AKE
RD
., SU
ITE
302
BRIG
HTO
N, M
I 481
16PH
ON
E: 8
10.2
25.8
402
FAX
: 810
.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
IEW
SET
J.S.
38/
25/1
4IS
SUED
FO
R B
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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/13.jpg)
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
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I 481
16PH
ON
E: 8
10.2
25.8
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
ATE
DES
CR
IPTI
ON
BY1
07/0
3/14
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REV
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SET
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28/
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100%
REV
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SET
J.S.
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J.E.
M.
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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/14.jpg)
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
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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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47 A
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BRIG
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AKE
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., SU
ITE
302
BRIG
HTO
N, M
I 481
16PH
ON
E: 8
10.2
25.8
402
FAX
: 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
ULE
AN
D P
ARTI
TIO
NTY
PES
MAR
KD
ATE
DES
CR
IPTI
ON
BY1
07/0
3/14
50%
REV
IEW
SET
J.E.
M.
28/
1/14
100%
REV
IEW
SET
J.S.
38/
25/1
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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/15.jpg)
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
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ch.c
om
TE
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Checked By:
Drawn By:
Project No.:
Designed By:
Bar Measures 1 inch
Cop
yrig
ht: T
etra
Tec
h
8/25
/201
4 1 0
:44:
54 A
MC
:\Use
rs\ja
son.
mag
uire
\Doc
umen
ts\R
ichm
ond_
R1_
jaso
n.m
agui
re.rv
t
123
BRIG
HTO
N L
AKE
RD
., SU
ITE
302
BRIG
HTO
N, M
I 481
16PH
ON
E: 8
10.2
25.8
402
FAX
: 810
.220
.009
4
200-12751-14006
Designer
Author
Checker
A610
CITY
OF
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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
MAR
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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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/16.jpg)
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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/17.jpg)
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1
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1
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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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/201
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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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/18.jpg)
1
1
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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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/19.jpg)
1
1
1
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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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8/25
/201
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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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/20.jpg)
UP
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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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/201
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C
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ON
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/CIT
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Ann
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08P
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.665
.600
0
17/
03/1
450
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EVIE
WSE
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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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/21.jpg)
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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ch.c
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MAR
KD
ATE
DES
CR
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ON
BY
8/25
/201
41:
50:0
4AM
-\\T
T.LO
CA
L\IE
R\P
RO
JEC
TS\P
TH
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-140
06\C
AD\S
HEE
TFIL
ES\E
-102
.DW
G-P
RA
TT,B
RAD
FOR
D
1
A
2 3 4 5 6 7 8
B
C
D
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F
G
Bar Measures 1 inch
Cop
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Tech
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450
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EVIE
WSE
T
27/
25/1
410
0%R
EVI
EWS
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4IS
SU
ED
FOR
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S
E-102
ELE
CTR
ICA
LLI
GH
TIN
GPL
AN
N
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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/22.jpg)
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
ww
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ch.c
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MAR
KD
ATE
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41:
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2 3 4 5 6 7 8
B
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Bar Measures 1 inch
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27/
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EWS
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38/
25/1
4IS
SU
ED
FOR
BID
S
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
E-103
ELE
CTR
ICA
LC
OM
MU
NIC
ATIO
NS
PLA
N
N
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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/23.jpg)
ww
w.te
trate
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41:
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2 3 4 5 6 7 8
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27/
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25/1
4IS
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ED
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S
E-501
ELE
CTR
ICA
LD
ETA
ILS
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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/24.jpg)
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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/25.jpg)
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
M
A
P
PS
FS
T
DD
# 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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DEMOLITION LIMITS
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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
"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
"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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-002
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1
A
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B
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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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/27.jpg)
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.
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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.)
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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.
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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
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1
2
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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
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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.
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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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2 3 4 5 6 7 8
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Bar Measures 1 inch
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PLA
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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/34.jpg)
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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SA
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OR
PLA
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](https://reader034.vdocuments.site/reader034/viewer/2022051805/5ff7bb0e253c824ac1142177/html5/thumbnails/35.jpg)
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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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.