s:projectsr7revitshelby county sheriff's office radio … 17-002-35 sc radio... · a-204...

Architecture.Planning.InteriorDesign505 Tennessee Street, Suite 101Memphis, Tennessee 38103Telephone: 901.261.1505Fax: 901.261.1515info@self tucker.comwww.se l f tucker .com

REUCKTFLESA RC HI TECTS 11670 Memphis Arlington Road

Arlington, TN 38002

Shelby County Sheriff's Office Radio Shop Relocation & Expansion

BID DOCUMENTS

#162714 FEBRUARY 2017

INDEX TO DRAWINGSCS-100 COVER SHEET

G-101 LIFE SAFETY PLAN & GENERAL INFORMATION

G-102 WALL/PARTITION TYPES & MISCELLANEOUS DETAILS

S100 GENERAL NOTES

S200 FOUNDATION & ROOF FRAMING PLANS

A-100 SITE PLAN & DETAILS

A-101 EXISTING & DEMOLITION FLOOR PLANS

A-102 CONSTRUCTION FLOOR PLAN

A-103 REFLECTED CEILING PLAN & ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-202 INTERIOR ELEVATIONS & ENLARGED PLANS

A-203 BUILDING/WALL SECTIONS & DETAILS

A-204 SECTION DETAILS

A-300 DOOR / WINDOW SCHEDULES & DETAILS

M100 HVAC GENERAL NOTES & SCHEDULES

M101 HVAC FLOOR PLANS

M200 HVAC DETAILS

E100 ELECTRICAL GENERAL NOTES

E101 ELECTRICAL DEMOLITION FLOOR PLANS

E201 ELECTRICAL FLOOR PLAN - LIGHTING

E202 ELECTRICAL FLOOR PLAN - POWER

P000 PLUMBING GENERAL NOTES, SCHEDULES & DETAILS

P101 PLUMBING DEMOLITION PLAN

P201 PLUMBING NEW WORK FLOOR PLAN

FP201 FIRE PROTECTION FLOOR PLAN

CONSULTANTS

STRUCTURAL

Toles & Associates, Inc.2851 Lamb Place, Suite 2Memphis, Tennessee 38118Telephone: 901.794.9815Fax: [email protected]

MECHANICAL ELECTRICALPLUMBING & FIRE PROTECTION

Innovative Engineering Services, LLC2787 Stage Center Dr. Suite 101Bartlett, TN 38134Telephone: 901.379.0500www.innovativees-llc.com

FIRE PROTECTION SYSTEMS:

IBC SECTION 903.2.4 GROUP F-11) AUTOMATIC SPRINKER NOT REQUIRED (SYSTEM IS PROVIDED)

PORTABLE FIRE EXTINGUISHER (IFC 906, NFPA 10):1) TRAVEL DISTANCE - 75 FEET (NFPA 10)

MEANS OF EGRESS REQUIREMENTS:

OCCUPANT LOAD (SBC 1003.1)

OFFICE AREA: 1,010 SF/100 gross= 11STORAGE: 815 SF/300 gross= 3INDUSTRIAL: 2,500 SF/100 gross= 25

38 OCCUPANTS

MINIMUM NUMBER OF EXIT ACCESS DOORS EACH FLOORBASED ON OCCUPANT LOAD = 2 (IBC TABLE 1015.1)

TRAVEL DISTANCE (IBC TABLE 1016.2): FROM FURTHESTPOINT TO EXIT: 300 FT. (SPRINKLERED)

MAXIMUM COMMON PATH OF EGRESS TRAVEL (IBC TABLE1014.3): 100 FT

MAXIMUM DEAD END CORRIDOR: (IBC 1018.3): 50 FT.

EXIT ACCESS CORRIDORS FIRE RATING (IBC 1016.1): 0 HOUR WITH SPRINKLER

MINIMUM CORRIDOR WIDTH (IBC 1018.2): 44 INCHES

MINIMUM CEILING HEIGHT (IBC 1003.2,1208.2):1) 7 FT 6 INCHES IN OCCUPIED SPACES.2) EXCEPTION, 7 FEET IN BATHROOMS, TOILET ROOMS,

KITCHENS & STORAGE ROOMS

EXIT CAPACITY (IBC 1005.3.1, 1005.3.2): 1) 0.15 IN. PER OCCUPANT

REQ'D FIRST FLOOR: 38 (.15) 44 INCHESPROVIDED: 64 INCHES

PROJECT:SHELBY COUNTY SHERIFF'S OFFICE RADIO SHOPRELOCATION & EXPANSION

SHELBY COUNTY GOVERNMENT/CIP PROJECT NUMBER: #610573ARCHITECT'S PROJECT NUMBER: #1627

LOCATION & ADDRESS: 11670 MEMPHIS-ARLINGTON ROADARLINGTON,TENNESSEE 38002

OWNER CONTACTS:MR. MOE DENBOW LT. TONY SMITH201 POPLAR AVENUE 11670 MEMPHIS-ARLINGTON RDMEMPHIS, TN 38103 ARLINGTON, TN 38002(901) 222-5500 (901) 508-2999EMAIL:maurice.denbow EMAIL:[email protected] @shelby-sheriff.org

APPLICABLE BUILDING CODES

MEMPHIS AND SHELBY COUNTY OFFICE OF CONSTRUCTION CODEENFORCEMENTADDRESS: 6465 MULLINS STATION ROAD MEMPHIS, TN 38134TELEPHONE: 901.222.8300

2009 INTERNATIONAL BUILDING CODE WITH LOCAL AMENDMENTS2012 INTERNATIONAL EXISTING BUILDING CODE2010 ANSI/ASME ELEVATOR CODE - A17.12003 ANSI 117.1 IN CONJUNCTION WITH CHAPTER 11 OF THE 2009IBC2009 INTERNATIONAL MECHANICAL CODE WITH LOCALAMENDMENTS2009 INTERNATIONAL GAS CODE WITH LOCAL AMENDMENTS2009 INTERNATIONAL PLUMBING CODE WITH LOCAL AMENDMENTS2008 NATIONAL ELECTRIC CODE WITH LOCAL AMENDMENTS2009 INTERNATIONAL FIRE CODE, NFPA 1012009 INTERNATIONAL ENERGY CONSERVATION CODE WITH LOCALAMENDMENTS

MEMPHIS FIRE PREVENTION BUREAUADDRESS: 2668 AVERY AVENUE MEMPHIS, TN 38112TELEPHONE: 901.636.5401

2009 INTERNATIONAL FIRE CODE2009 NFPA 101 LIFE SAFETY CODE

BUILDING INFORMATION

OCCUPANCY CLASSIFICATIONS: GROUP B, BUSINESS, F-1MODERATE HAZARD (SECTION 306.2 IBC)

CONSTRUCTION TYPE: TYPE IIIB, SPRINKLERED

ALLOWABLE BUILDING AREA PER FLOOR:19,000 SF

ALLOWABLE BUILDING HEIGHT/STORIES: 55' / 3 FLOORS

ACTUAL BUILDING DATA:1) AREA FIRST FLOOR: 7,500 SF 2) HEIGHT: 13'-6"

FIRE RESISTANCE AND PROTECTION REQUIREMENTS -

TABLE 508.4NO SEPARATION REQUIRED

TABLE 601STRUCTURAL FRAME (COLUMNS, GIRDERS TRUSSES): 0 HOUR

BEARING WALLS (EXTERIOR & INTERIOR): N/A

NON-BEARING WALLS (INTERIOR): 0 HOURS

FLOOR CONSTRUCTION (INCLUDING SUPPORT BEAMS): 0 HOUR

ROOF CONSTRUCTION (INCLUDING SUPPORT BEAMS):0 HOUR

ROOF COVERINGS: MINIMUM CLASS B ROOF ASSEMBLY INACCORDANCE WITH ASTM E108 CR UL 790.

INTERIOR FINISHES (TABLE 803.9): FINISHES IN EXITENCLOSURES, PASSAGEWAYS, CORRIDORS,ROOMS & ENCLOSED SPACES SHALL BE CLASS C (IBCTABLE 803.9)

INTERIOR TRIM (TABLE 806.5): MEET CLASS C FLAMESPREAD; MAX. AREA: 10% OF WALL

EXISTING WASHBAY100

MANAGER'SOFFICE

114

OFFICE113

STORAGE/ELECTRONICMONITERING

ROOM112

BREAK ROOM111

COPY104

INVENTORYCLERK

110

??

MEN'SRESTROOM

107

WOMEN'SRESTROOM

106

SHOP108

EXISTING LAWNEQUIPMENT

101

EXISTINGTRUSTEE/ WORK

CREW ROOM102

EXISTINGRESTROOM

103

EXISTINGVEHICLE

STORAGE109

REF.

ICE

19'

15' 13'

19'

19'

13'

730 SF

2,500 SF

260 SF

210 SF125 SF

230 SF184 SF

84 SF

COMPRESSORENCLOSURE

115

STORAGE116

PROJECT DESCRIPTION:

LOCATION & ADDRESS: 11670 MEMPHIS-ARLINGTON ROADARLINGTON,TENNESSEE 38002

OWNER CONTACTS:

MR. MOE DENBOW LT. TONY SMITH201 POPLAR AVENUE 11670 MEMPHIS-ARLINGTON RDMEMPHIS, TN 38103 ARLINGTON, TN 38002(901) 222-5500 (901) 508-2999EMAIL:maurice.denbow EMAIL:[email protected] @shelby-sheriff.org

THE EXISTING SPACE FOR RENOVATION IS BUILDING B LOCATEDAT 11670 MEMPHIS ARLINGTON ROAD. BUILDING B IS MADE UPOF A 3,700 SF PRE-ENGINEERED METAL BUILDING (PEF)ATTACHED TO A 1,500 SF CONCRETE BLOCK STRUCTURE.APPROXIMATELY TWO-THIRDS OF THIS EXISTING BUILDING ISPRESENTLY CONDITIONED SPACE.

ALL 5 BAYS OF THE PRE-ENGINEERED PORTION OF THE BUILDINGWILL BE REMODELED BY EXPANDING THE BACK WALL,CURRENTLY UNDER AN OPEN SHED ROOF, 19' TO THE NORTH. INADDITION, THE BUILDING WILL BE EXPANDED BY MOVING THEBACK WALL UNDER THE ‘SHED ROOF’ AREA 18’-8” TO THE NORTH.THIS WILL ADD APPROXIMATELY 2,200 SF OF CONDITIONEDBUILDING SPACE.

THE RENOVATIONS WILL ALLOW FOR A MORE EFFICIENTWORKSPACE TO CONDUCT AND OVERSEE THE INSTALLATION,MAINTENANCE AND UPKEEP OF THE RADIO SYSTEMS NEEDEDWITHIN VEHICLES OPERATED BY SHELBY COUNTY SHERIFF’SOFFICE AND OTHER ASSOCIATED ENTITIES WITHIN SHELBYCOUNTY GOVERNMENT

SHEET ABBREVIATIONS

ABV. ABOVEA.B. ANCHOR BOLTACOUST. ACOUSTIC, ACOUSTICALA.A. AIR CONDITIONINGACT ACOUSTIC CEILING TILEADJ. ADJUSTABLEA.F.F. ABOVE FINISHED FLOORA.H.U. AIR HANDLING UNITALT. ALTERNATEAL.,ALUM. ALUMINUMASPH. ASPHALTAUTO. AUTOMATICAUX. AUXILIARYBD. BOARDBLDG. BUILDINGBLK (G) BLOCK (ING)BOT. BOTTOMBSMT. BASEMENTC.L. CENTERLINEC.M.U. CONCRETE MASONRY UNITC.J. CONTROL JOINT C.T. CERAMIC TILECAB. CABINETCEM. CEMENTCER. CERAMICCLG. CEILINGCLO. CLOSETCOL. COLUMNCOMP. COMPACTEDCONC. CONCRETECONF. CONFERENCECONT. CONTINUOUSCONTR. CONTRACTORCPT. CARPETDBL. DOUBLE

E.D.F. ELECTRIC DRINKING FOUNTAINDET. DETAILD.H. DOUBLE HUNGDIA. DIAMETERDN. DOWNDR. DOORD.S. DOWNSPOUTDWG. DRAWINGE.I.F.S. EXT. INSUL. & FIN. SYS.E.J. EXPANSION JOINTEA. EACHEL.,ELEV. ELEVATIONELEC. ELECTRIC/ELECTRICALEQ. EQUALEQUIP. EQUIPMENTEXH. EXHAUSTE.F. EXHAUST FANEXIST. EXISTINGEXP. EXPANSIONEXT. EXTERIORF.A. FIRE ALARMFD. FIRE DAMPER/FLR. DRAINF.E. FIRE EXTINGUISHERF.E.C. FIRE EXTINGUISHER & CABINETF.H.C. FIRE HOSE CABINET F.I. FINISHED FLOOR FIN. FINISHFLR. FLOORF.P. FROSTPROOFFTG. FOOTINGFLUOR. FLUORESCENTGA. GAUGEGALV. GALVANIZEDGR. GRADE

GWB GYPSUM WALL BOARDHT. HEIGHTH.A. HOLLOW COREH.M. HOLLOW METALHORIZ. HORIZONTALH.PT. HIGH POINTI.D. INSIDE DIAMETERINSUL. INSULATIONIN. INCHINT. INTERIORINTM. INTERMEDIATEJAN. JANITORJT. JOINTKIT. KITCHENLAM. LAMINATELAV. LAVATORYMB/TB MARKER/TACKBOARDMATL. MATERIALMAX. MAXIMUMMECH. MECHANICALMFR. MANUFACTURERM.H. MANHOLEMISC. MISCELLANEOUSMTL. METALM.O. MASONRY OPENINGMTD. MOUNTEDMULL. MULLIONN.I.C. NOT IN CONTRACTNO. NUMBERNOM. NOMINALN.T.S. NOT TO SCALEO.C. ON CENTER O.D. OUTSIDE DIAMETERO.H. OVERHANG OPNG. OPENING OPP. OPPOSITE OSCI OWNER SUPPLIED/

CONTRACTOR INSTALLEDOSOI OWNER SUPPLIED/OWNER

INSTALLED

PEMB PRE-ENGINEERED METAL BUILDINGPL. PLATE P. LAM. PLASTIC LAMINATEPLYWD. PLYWOOD PNL.(G) PANEL/GPR. PAIRPT. POINT PTD. PAINTED PTN. PARTITION PVMT. PAVEMENT Q.T. QUARRY TILE RAD. RADIUS REF. REFERENCE TOREV. REVISION R.O. ROUGH OPENING R.P. REFERENCE POINTR.T.U. ROOF TOP UNIT SAFB SOUND ATTENUATIONSCHED. SCHEDULESHT. SHEETSECT. SECTIONSIM. SIMILARSTOR. STORAGES.S. STAINLESS STEELSTL. STEELSTA. STATIONSTRUCT. STRUCTURALSYS. SYSTEMSUPS. SUSPENDEDT.O.C. TOP OF CURBT & B TOP AND BOTTOMT & G TONGUE AND GROOVETHK. THICK (NESS)TEL. TELEPHONETEMP. TEMPORARYTHRES. THRESHOLDT.O.S. TOP OF SLABTYP. TYPICALUNFIN. UNFINISHED

VERT. VERTICALV.I.F. VERIFY IN FIELDVWC VINYL WALL COVERINGWH WATER HEATERW/ WITHWD. WOODWDW. WINDOWWP. WATERPROOFW.R. WATER RESISTANTW.W.F. WELDED WIRE FABRIC

Architecture.Planning.Interior Design505 Tennessee Street, Suite 101Memphis, Tennessee 38103Telephone: 901.261.1505Fax: [email protected]

PROJECT #FILE NAME

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NAME

SHEET NUMBER

A

B

C

D

2 3 4 5 61

E

SEAL

CONSULTANT

Copyright 2017 Self Tucker Architects, Inc.Drawings, design concepts and written

material shall not be reproduced in whole orin part without the prior written permission of

Self Tucker Architects, Inc.

ISSUES AND REVISIONS

PROJECT/CLIENT

S E L F T UCK E R+A R C H I T E C T S

01.24.2017 PERMIT REVIEW SET

02.14.2017 BID DOCUMENTS

11670 Memphis Arlington RoadArlington, TN 38002

#1627

Author

Checker

Designer

BID DOCUMENTS

LIFE SAFETY PLAN& GENERALINFORMATION

G-101

Shelby County Sheriff'sOffice Radio ShopRelocation & Expansion

NTSCODE INFORMATION

1/8" = 1'-0"1 LIFE SAFETY PLAN

NTSPROJECT DESCRIPTION

1/8" = 1'-0"SHEET ABBREVIATIONS

NTS2 VICINITY MAP

3

4

5

5/8" GYPSUMBOARD

3 1/2" SOUNDABATEMENT

FINISHFLOOR

A

5/8" GYPSUMBOARD

BATTINSULATION

FINISHFLOOR

B

6'-0

" TO

P O

FPA

NEL

AFF

.

MOISTURERESISTANT5/8" GYPSUMBOARD

FINISHFLOOR

C

BATTINSULATION

FINISHFLOOR

D

6'-0

" TO

P O

FPA

NEL

AFF

.

VINYL FACEDR-19 BATTINSULATION

FINISHFLOOR

E

6'-0

" TO

P O

FPA

NEL

AFF

.

MTL. LINERPANEL TRIM @TOP & BOTTOM

MTL. WALLPANEL

DECKINGDECKING

DECKINGDECKINGDECKING

7 1/2"

VINYL FACEDR-19 BATTINSULATION

FINISHFLOOR

F

6'-0

" TO

P O

FPA

NEL

AFF

.

MTL. WALLPANEL

DECKING

5/8" GYPSUMBOARD



THERMALBATTINSULATION

FINISHFLOOR

G

MTL. WALLPANEL

DECKING

6" MTL. STUD

LINERPANEL

FINISHFLOOR

H

6'-0

" TO

P O

FPA

NEL

AFF

.

LINERPANEL

DECKING

5/8" GYPSUMBOARD

SAFBACOUSTICBATTINSULATION

TOE KICK

ADJUSTABLESHELVES

PROVIDEBLOCKING ASREQUIRED

P.LAM SURFACE

P.LAM SURFACE

SOLID SURFACECOUNTERTOP

2' - 1"

2' -

10"

1' -

8"2'

- 6"

SINKSHROUD

SINK

BACKSPLASH

2' -

10"

2' - 1"


PROJECT #FILE NAME

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NAME

SHEET NUMBER

A

B

C

D

2 3 4 5 61

E

SEAL

CONSULTANT





PROJECT/CLIENT





#1627

DH

RF

JT

BID DOCUMENTS

WALL/PARTITIONTYPES &MISCELLANEOUSDETAILS

G-102


1 1/2" = 1'-0"1 PARTITION TYPES

3/4" = 1'-0"2 MILLWORK SECTION 3/4" = 1'-0"3 MILLWORK SECTION THROUGH SINK

SCALE 3/4" = 1'-0"

1

SECTION

SCALE 3/4" = 1'-0"

2

SECTION

SCALE 3/4" = 1'-0"

3

SECTION

2

SCALE 3/4" = 1'-0"

4

SECTION

SCALE 3/4" = 1'-0"

5

SECTION

SCALE 3/4" = 1'-0"

6

SECTION

SCALE 3/4" = 1'-0"

7

SECTION

8

N.T.S.

CONTROL JOINT - TYP.

9

SCALE 3/4" = 1'-0"

SECTION

Architecture.Planning.Interior Design

505 Tennessee Street, Suite 101

Memphis, Tennessee 38103

Telephone: 901.261.1505

Fax: 901.261.1515

[email protected]

www.selftucker.com

#PROJECT #

FILE NAME

DRAWN BY

CHECKED BY

APPROVED BY

TD

JT

JT

SHEET NAME

SHEET NUMBER

A

B

C

D

2 3 4 5 61

E

SEAL

CONSULTANT

Shelby County Sheriff's

Office Radio Shop

Relocation & Expansion

Copyright 2016 Self Tucker Architects, Inc.

Drawings, design concepts and written

material shall not be reproduced in whole or

in part without the prior written permission of



PROJECT/CLIENT

11670 Memphis Arlington Road

Arlington, TN 38002

S E L F T U CK E R+

A R C H I T E C T S


FAX: (901) 794-9817

BUS: (901) 794-9815

E-MAIL: [email protected]

MEMPHIS, TENNESSEE 38118

2851 LAMB PLACE SUITE 2


S100

GENERALNOTES

1

2

3

A B C D E F G

1

2

3

A B C D E F GE1 E2

Architecture.Planning.Interior Design

505 Tennessee Street, Suite 101

Memphis, Tennessee 38103

Telephone: 901.261.1505

Fax: 901.261.1515

[email protected]

www.selftucker.com

#PROJECT #

FILE NAME

DRAWN BY

CHECKED BY

APPROVED BY

TD

JT

JT

SHEET NAME

SHEET NUMBER

A

B

C

D

2 3 4 5 61

E

SEAL

CONSULTANT

Shelby County Sheriff's

Office Radio Shop

Relocation & Expansion

Copyright 2016 Self Tucker Architects, Inc.

Drawings, design concepts and written

material shall not be reproduced in whole or

in part without the prior written permission of



PROJECT/CLIENT

11670 Memphis Arlington Road

Arlington, TN 38002

S E L F T U CK E R+

A R C H I T E C T S


FAX: (901) 794-9817

BUS: (901) 794-9815

E-MAIL: [email protected]

MEMPHIS, TENNESSEE 38118

2851 LAMB PLACE SUITE 2


S200

FOUNDATION &ROOF FRAMINGPLANS

1/8" = 1'-0"

1

ROOF FRAMING PLAN

1/8" = 1'-0"

2

FOUNDATION PLAN

JETW

AY D

RIV

E

REMOVE EXISTINGCHAINLINK FENCE INITS ENTIRETY

3' -

0"4'

- 0"

1/2"

6" M

IN.

GROUT FILL WITH CURVED,TOOLED CAP FOR DRAINAGE

6" DIAMETER STD. STEELPOST. FILL W/ 4000 PSICONCRETE. FIELD PRIME &PAINT WITH EXTERIORYELLOW ENAMEL TO MATCHEXISTING

F.F.E.

4000 PSI CONCRETEFOOTING

1' - 4"

COMPACTEDSUBGRADE

ASPHALTPAVEMENT

1

CONCRETEAPRON

STEELANGLE ATEDGE

SEALANT &ISOLATION

JOINT

INSULATEDSECTIONALDOOR

E.13

PIPE BOLLARD. 6" DIA.STANDARD STEEL POST.FIELD PRIME & PAINTWITH EXTERIORYELLOW ENAMEL

FILL WITH 4000 PSICONCRETE

SLAB ONGRADE

E.14

PIPE BOLLARD. 6" DIA.STANDARD STEEL

POST. FILL WITH 4000PSI CONC. FIELD PRIME

& PAINT WITHEXTERIOR YELLOW

ENAMEL

4000 PSI CONCRETEFOOTING

COMPACTEDSUBGRADE

6"3'

- 0"

4' -

0"

6" 6"

1/2" STEEL BASEPLATE, WELD CONT. TOSTEEL EMBED

ALIGN TOP OF POSTS


PROJECT #FILE NAME

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NAME

SHEET NUMBER

A

B

C

D

2 3 4 5 61

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SEAL

CONSULTANT





PROJECT/CLIENT





#1627

DH

RF

JT

BID DOCUMENTS

SITE PLAN &DETAILS

A-100


1" = 20'-0"1 SITE PLAN 3/4" = 1'-0"3 PIPE BOLLARD DETAIL @ PAVEMENT

3/4" = 1'-0"2 PIPE BOLLARD DETAIL @ BUILDING APRON

CONCRETEMECHANICALPAD, TYP.

PIPE BOLLARD,TYP.

RAISEDCONC.ISLAND, 6"A.F.F.PIPEBOLLARD,TYP.

FLOORBASIN, TYP.

MTL. WALLPANELS, TYP.

50' -

0"

ROOF LINE

WASH BAY1

LAWNEQUIPMENT

2 RESTROOM3

TRUSTEE/ WORKCREW ROOM

4OFFICE

5

RESERVESTAGING AREA

6

MECH.7

RESERVE LAWNEQUIPMENT

8

MOTORCYCLES/TRAFFIC

EQUIPMENT9

VEHICLESTORAGE

10

1

2

3

A B C D E F GE.1 E.10

EXISTING FENCETO BE REMOVED

EXST. ICE MACHINE.RELOCATE TO NEWAREA SHOWN ONSHEET A-102

E.11

E.13

E.14

E.15

REMOVECONCRETEMECHANICALPAD, TYP.

REMOVE PIPEBOLLARD, TYP.

50' -

0"

RELOCATEDOOR

1

2

3

A B C D E F GE.1 E.10

REMOVE FENCE

E.11

E.13E.14

E.15

GENERAL NOTES:

1. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALSREQUIRED TO COMPLETE DEMOLITION, REMOVAL OR REUSE OFALL ITEMS SHOWN ON DRAWINGS.

2. THE CONTRACTOR SHALL PROTECT ALL ELEMENTS NOT NOTEDTO BE REMOVED.

3. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING,BRACING, AND TEMPORARY PARTITIONS TO PROTECT THEEXISTING BUILDING, PERSONNEL & VISITORS WHILE DEMOLITIONAND CONSTRUCTION IS IN PROGRESS.

4. ALL WORK DEMOLISHED SHALL BE REMOVED FROM THEPREMISES DAILY, EXCEPT ITEMS TO BE REUSED OR RETURNEDTO THE OWNER OR AS DIRECTED OTHERWISE.

5. PATCH AND REPAIR EXISTING CONSTRUCTION IMPACTED BYDEMOLITION TO RESTORE FINISH TO "LIKE NEW" CONDITIONUNLESS DIRECTED OTHERWISE.

6. ALL ITEMS GRAPHICALLY DEPICTED AS BEING DEMOLISHEDSHALL BE REMOVED IN THEIR ENTIRETY. THE NOTES AREREFERENCE TO AID THE CONTRACTOR AND SHALL NOT BEINTERPRETED AS PRECISE INDICATION OF THE SCOPE OFDEMOLITION WORK DEPICTED IN THESE DOCUMENTS.

7. THE CONTRACTOR SHALL REMOVE ALL UNUSED SWITCHPLATES, WIRING OR EQUIPMENT. ALL WIRES AND CONDUIT NOTCOMPLETELY REMOVED TO THE SOURCE MUST TERMINATE IN AJUNCTION BOX WITH COVER AND APPROPRIATE INSULATORSSUFFICIENT TO REMAIN IN COMPLIANCE WITH APPLICABLECODES. INDICATE WITH LABEL ON JUNCTION BOX THE PANEL ANDCIRCUIT NUMBER OF POWER SOURCE.

8. CAP ALL ABANDONED UTILITIES BEHIND FINISH SURFACES ANDREMOVE ALL ABANDONED CIRCUITS.

9. CONTRACTOR SHALL COORDINATE W/ OWNER ABOUT THERELOCATING ALL APPLIANCES, FURNITURE AND EQUIPMENT.

10. IT IS THE INTENT OF THE OWNER TO REMOVE, STORE &SECURE ALL ITEMS INTENDED FOR RE-USE PRIOR TO START OFDEMOLITION. VERIFY WITH THE OWNER THAT ALL SUCH ITEMSHAVE BEEN REMOVED FROM JOBSITE BEFORE COMMENCINGWORK.


PROJECT #FILE NAME

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NAME

SHEET NUMBER

A

B

C

D

2 3 4 5 61

E

SEAL

CONSULTANT





PROJECT/CLIENT





#1627

DH

RF

JT

BID DOCUMENTS

EXISTING &DEMOLITIONFLOOR PLANS

A-101


1/8" = 1'-0"2 EXISTING FLOOR PLAN

1/8" = 1'-0"1 DEMOLITION FLOOR PLAN

A-2013

A-201

A-201 4

2

EXISTING WASHBAY100

50' -

0"

REF.

ICE

MANAGER'SOFFICE

114

OFFICE113


ROOM112

BREAK ROOM111

COPY104

INVENTORYCLERK

110

16' - 0"12' - 0"

RECEPTION105

WOMEN'SRESTROOM

106

A-201

1

SHOP108

RELOCATEDOVERHEAD DOOR

WOOD DOORSWITH GLASS LITE

WOOD DOORSWITH GLASS LITE

EDGE OFRAISEDROOF

STORAGE/ EQUIPMENTWALLS TO BEDESIGNED

STORAGE/ EQUIPMENTWALL TO BE DESIGNED


101

EXISTINGTRUSTEE/

WORK CREWROOM

102

EXISTINGRESTROOM

103

EXISTINGVEHICLESTORAGE

109

MOP SINK

EXISTING TECHNICIANWORKSTATION (OSOI)

RELOCATEDICE MACHINE

(OSCI)

RELOCATED CAS AIRCOMPRESSOR,PROVIDEENCLOSURE

EXISTINGAIR

COMPRESSOR TO

REMAIN

114A

113A 112A 111A

108A

105B

107A

106A

108B108C 108D

109A

108E

110A

1

2

3

A B C D E F G

A-202

A-2023

A-20210

EXISTING TECHNICIANWORKSTATION (OSOI) EXISTING TECHNICIAN

WORKSTATION (OSOI)

EXISTING TECHNICIANWORKSTATION (OSOI)

EXISTINGTECHNICIAN

WORKSTATION(OSOI)

SHELVING(OSOI)

SHELVING(OSOI)

EDGE OFRAISED

ROOF

HANDICAPACCESSIBLEHIGH-LOWDRINKINGFOUNTAIN

3A-203

HVAC EQUIPMENT,SEE MECH.

4A-203

A-1022

E.1

A-1023

E.10

A

A

AA

A

A

A

B

C

D

D

E

E

150' - 0"

105A

116

MEN'SRESTROOM

107

STORAGE116

115

16' - 0"

110B

HVAC DUCTS(SEE MECH.)

COMPRESSORENCLOSURE

115

B 1 A 1

B 1 A 1

B 1 A 1

B 1 A 1

B 1 A 2

C 2 A 1

C 2 A 1B 1 A 1

A - A/C 2

A - A/C 2

A - A/C 2

D - C 2

A-2022

1A-203

RECEPTIONDESK (OFOS)

E.11

G

G

G

H

E.13

1

1

1

2

1A-102

4

A-1026

RELOCATE DOOR & FRAME. RE-USEEXISTING DOOR OPENING. SEE NOTEDOORMARK 115 (DOOR SCHEDULE)

A-1003

Sim

E.14

E.15

EDGE OF WALLGIRT

5/8" GYP. BD.3 5/8"METAL

STUD

METAL WALLPANEL

R-19 VINYL-FACEDBATT INSULATION

E.13

E.14

E E.1

EXISTING PEMBFRAME COLUMN

8 " WALLGIRT WITH1/2" CLIP

LINERPANEL

R-19 BATTINSULATION

NEW PEMB FRAMES(SEE STRUCTURAL)

MTL. PANEL

E.13

E.14

GENERAL NOTES:

1. THERE ARE NO RATED WALLCONDITIONS IN THIS PROJECT.

2. PRE-ENGINEERED METALBUILDING MANUFACTURER TOPROVIDE ALL ROOF INSULATIONAND WALL PANEL INSULATION ATMETAL PANEL LOCATIONS.

3. WHERE INDICATED, METALLINER PANELS TO 6'-0" A.F.F., BYMETAL BUILDING MANUFACTURER.

4. TYPICAL INTERIOR METALSTUDS AT BE 3 5/8", 20 GAGE, WITH5/8" GYP. BD. EACH SIDE UNLESSNOTED OTHERWISE.

5. FOR ALL AREAS REQUIRINGFIXTURE HANGERS, PROVIDECHASES OF ADEQUATE DEPTH TOPROPERLY INSTALL HANGERS.

6. ALL FINISH COLORS SELECTEDBY OWNER.

7. COORDINATE WITH OWNERCONCERNING ALL ITEMS TO BEFURNISHED BY OWNER.

8. VERIFY ALL STRUCTURALMEMBER DIMENSIONS W/ PEMBBUILDING MANUFACTURER.

9. PRIMARY STRUCTURALFRAMING TO RECEIVE FACTORYPRIMER ONLY, NO FIELD PAINTING.SECONDARY FRAMING SHALL BEGALVANIZED STEEL, NO FIELDPAINTING. METAL LINER PANELSSHALL RECEIVEMANUFACTURER’S STANDARDPRIMER & FINISH.ROOM FINISH/ GENERAL NOTES

FINISH SCHEDULE

ROOM 000 A 1 B 2

FLOORA. EPOXYB. MODULAR LINOLEUMC. CERAMIC TILED. SEALED CONCRETE

BASE1. 4" RUBBER BASE2. CERAMIC BASE

WALLA. PAINTED GWBB. TILE/PAINTEDC. METAL LINER/PAINT

CEILING1. 2X4 ACT2. GWB/PAINT3. EXPOSED CEILING

NOTE:SEE INTERIOR ELEVATIONSFOR ADDITIONAL FINISHINFORMATION AT RESTROOMS

ROOM NUMBERROOM NAME

CEILING FINISHWALL FINISHBASE FINISHFLOOR FINISH

1

C

E.13

2 1/2" METALSTUDS

5/8" GYPSUMBOARD

EXISTINGCOLUMNS

3 5/8" METALSTUD

METAL WALLPANEL

EDGE OFWALL GIRT

BATTINSULATION

E.14

EXISTINGCOLUMNS

2 1/2" METALSTUDS

METALLINERPANEL

METAL WALLPANEL

EDGE OF WALLGIRT

BATTINSULATION

2' -

1"

ALIGN WITH FACEOF MILLWORK

3

D

EXISTINGCOLUMNS

2 1/2" METALSTUDS

METAL LINERPANEL

5/8" GYPSUMBOARD

BATTINSULATION

METAL WALLPANEL

EDGE OFWALL GIRT

WALL TAG

X 0

WINDOW TAG

XXX

DOOR TAG

X X X X

FINISH TAG

ROOM NAME0000

LEGEND


PROJECT #FILE NAME

DRAWN BY

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A

B

C

D

2 3 4 5 61

E

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#1627

DH

RF

JT

BID DOCUMENTS

CONSTRUCTIONFLOOR PLAN

A-102


3/16" = 1'-0"1 FLOOR PLAN

1 1/2" = 1'-0"3 WALL DETAIL 1 1/2" = 1'-0"2 COLUMN DETAIL

1 1/2" = 1'-0"4 COLUMN ENCLOSURE - ROOM 112 1 1/2" = 1'-0"5 COLUMN ENCLOSURE - BREAK ROOM

1 1/2" = 1'-0"6 COLUMN ENCLOSURE - RECEPTION

1

2

3

A B C D E F G

3G-102

----

3A-203

----

4A-203

E.1 E.10

1A-203

E.11

E.13E.14

E.15

GENERAL NOTES

1. ALL CEILING HEIGHTS ARETO BE 9'-0" A.F.F. UNLESSOTHERWISE NOTED.

2. DUCTS, DIFFUSERS,MECHANICAL EQUIPMENT,CONDUIT, CABLE TRAYS,INISTRUT, STRUCTURALMEMBERS AND OTHERSTRUCTURAL, MECHANICAL,PLUMBING AND ELECTRICALITEMS OVER THE OPENCEILINGS ARE NOT SHOWNFOR CLARITY. REFER TOSTRUCTURAL, MECHANICAL,ELECTRICAL AND PLUMBINGDRAWINGS FOR LOCATIONSAND DETAILS.

3. ALL EXPOSED ELEMENTSSHALL BE PAINTED ASSPECIFIED AND SCHEDULED.

4. ACCESS PANELSLOCATIONS TO BECORDINATED DURINGCONSTRUCTION.

SLO

PE 1

.5/1

2

SLO

PE 1

.5/1

2

SLO

PE 1

.5/1

2

SLO

PE 1

.5/1

2

SLO

PE 1

.5/1

2

SLO

PE 1

.5/1

2

EXISTING ROOF

EXISTING ROOFEXISTING ROOF

NEW CONSTRUCTIONGUTTERS

1A-203

SL

OPE

1.5

/12

NEWCONSTRUCTIONMETAL PANEL

LEGEND

SUPPLYDIFFUSER

RETURNREGISTER


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SHEET NAME

SHEET NUMBER

A

B

C

D

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E

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#1627

DH

RF

JT

BID DOCUMENTS

REFLECTEDCEILING PLAN &ROOF PLAN

A-103


3/16" = 1'-0"2 REFLECTED CEILING PLAN

3/16" = 1'-0"1 ROOF PLAN

ABCDEFG3

A-203

LIGHT FIXTUREEXISTING MTL. GUTTERAND DOWNSPOUT, TYP.

E.1E.10

CONC.BOLLARD,

TYP.

REMOVE EXISTINGDOWNSPOUT

REMOVE EXISTINGDOWNSPOUT

DOWNSPOUT &GUTTER

RELOCATEDOVERHEAD DOOR

16' - 0"

12' - 0"

10' -

0"14

' - 0

"

1A-203

NEW METALWALL PANEL

NEW METALROOF PANELS

TYP.


TYP.

NEW METALWALL PANELSTYP.

NEW METALWALL PANELSTYP.

A B C D E F G3

A-203

EXISTING MTL.GUTTER, TYP. EXISTING LIGHT

FIXTURE, TYP.

EXISTING MTL.DOWNSPOUT,

TYP.

E.1 E.10

16' - 0"

DOWNSPOUT &GUTTER

REMOVEEXISTINGDOWNSPOUT

REMOVEEXISTING

DOWNSPOUT

14' -

0"

1A-203

A-1002

Sim

NEW METALROOF PANELS,

TYP.

NEW METALWALL PANELS,TYP.

EXISTINGMETAL WALLPANELS TOBE REUSED

123

4A-203

3A-204

E.11E.13

EXISTINGMETAL WALLPANELS TOBE REUSED

E.14 E.15

12 3

4A-2033

A-204

E.11E.13

NEW METALWALL PANELS

EXISTINGMETAL WALLPANELS TO BEREUSED

E.14E.15

METAL WALLPANEL

LEGEND

EXISTING METALWALL PANELS TOBE REUSED


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#1627

DH

RF

JT

BID DOCUMENTS

EXTERIORELEVATIONS

A-201


3/16" = 1'-0"1 NORTH ELEVATION

3/16" = 1'-0"2 SOUTH ELEVATION

3/16" = 1'-0"3 EAST ELEVATION 3/16" = 1'-0"4 WEST ELEVATION

WATER CLOSET

SANITARYNAPKIN

DISPOSAL

TOILET PAPERDISPENSER

GRAB BARS

2' -

10"

4A-203

1' - 5 1/2"

GRAB BARS

SOAPDISPENSER

PAPERTOWELDISPENSER& RECEPTACLE

LAVATORY

MIRROR

WATERCLOSET

TOILETPAPER

DISPENSER

4" BASE

2' -

10"

2' -

10"

1' - 6"

PAPER TOWELDISPENSER &RECEPTABLE

LAVATORY

4" BASE

PAPER TOWELDISPENSER &RECEPTACLE

1' - 5 1/2"

MIRROR

SOAPDISPENSER

2' -

10"

4" BASE

3' -

6"

3' -

5"

2' -

10"

URINALPARTITION

GRABBARS

TOILETPAPERDISPENSER

3' -

6"

4' -

0"

3' - 0"

2G-102

3G-102

REFRIGERATOR

MICROWAVE

COFFEEMAKER

BREAK ROOM111

A-202

11

A-1025

A-202

-

5

46

A-202

8

79

C

A

A

A

A

WOMEN'SRESTROOM

106

MEN'SRESTROOM

107

STORAGE116

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

9' -

11"

8"10

' - 3

"

--

SHELVINGO.S.O.I.

3' -

0"

1

G

2A-203

BOLLARD & FOOTING(TYP.)

DASH INDICATESMECHANICAL EQUIPMENT(SEE MECH.)

CONCRETE PAD, SET2 INCHES BELOW F.F.E.OF MAIN BUILDING

3/4" PRE-MOLDEDEXPANSION JOINTMATERIAL WITHSEALANT

G

G

G

A

H

E

E

E

E.13

A-1003

Sim

E.14

E.15

2G-102

3G-102

COFFEEMAKER(OSOI)

TRASH CAN(OSOI)

4' -

0"

REFRIGERATOR(OSOI)

4' -

7"

2' -

10"

2' -

10"

SINK SHROUD

2' - 1"

5' - 3"3' - 6"


PROJECT #FILE NAME

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APPROVED BY

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SHEET NUMBER

A

B

C

D

2 3 4 5 61

E

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#1627

DH

RF

JT

BID DOCUMENTS

INTERIORELEVATIONS &ENLARGED PLANS

A-202


1/2" = 1'-0"6 WOMEN'S RESTROOM 106 - WEST ELEVATION 1/2" = 1'-0"5 WOMENS RESTROOM 106 - NORTH ELEVATION

1/2" = 1'-0"4 WOMEN'S RESTROOM 106 - EAST ELEVATION

1/2" = 1'-0"7 MEN'S RESTROOM 107 - EAST ELEVATION 1/2" = 1'-0"8 MEN'S RESTROOM 107 - SOUTH ELEVATION

1/2" = 1'-0"9 MEN'S RESTROOM 107 - WEST ELEVATION

1/2" = 1'-0"1 LOBBY CORRIDOR 1/2" = 1'-0"3 BREAK ROOM ENLARGED PLAN

1/2" = 1'-0"10 RESTROOM ENLARGED PLAN

1/2" = 1'-0"2 AIR COMP ENCLOSURE

1/2" = 1'-0"11 BREAK ROOM ELEVATION

SEE SHEET A-102 FOR ALL ROOM FINISHES

12 3

CONCRETEAPRON

CONC. SLAB LEVELWITH EXISTING F.F.

NEW STRUCTURALMEMBERS

OVERHEADGARAGE DOOR

OVERHEAD GARAGEDOOR

A-2042

4A-203

EXISTING STRUCTUREBEYOND

18' - 2" 28' - 11"

BOTTOM EDGEOF EXISTINGSTRUCTURALMEMBER

E.11

BOLLARDSBEYOND A-100

2

A-2045

E.13

6' -

0"12

' - 8

"

AIR COMP.ENCLOSURE

BEYOND

E.14E.15

ABCDEFG3

A-203

E.1E.10

1

MTL. WALLPANEL

2"x2"PANELLEDGE

R-19 VINYLFACED BATTINSULATION

METAL ROOFPANEL

EXISTINGSTRUCTURALMEMBERS

PROPOSEDSTRUCTURALMEMBERSBEYOND

E.13

2"

E.14

1

METAL WALLPANEL

FUTURE AIRCOMPRESSOR(OSOI)

EXISTING PEMBFRAME, WALLGIRT & ROOFPURLINS


(SEE ROOFPLAN)

CONT. SAFB ACOUSTICBATT INSULATIONINSIDE 3 5/8"METALSTUD FRAMING @ 16"ON CENTER

5/8" GYP. BD.

E.13

METAL LINERPANEL & TRIM


WALL GIRT

BASECHANNEL

CONC. BOLLARD

2"X2" PANELLEDGE CONC.

OFFSET

NEW PEMBSINGLE SLOPE

RIGID FRAME

CONT. R-19 VINYLFACED BATTINSULATION


WALL GIRT

NEW PEMBSINGLE SLOPERIGID FRAME

NEW EAVEGUTTER

METAL LINERPANEL & TRIM

E.14E.15

8' - 2" 1' - 6"


PROJECT #FILE NAME

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#1627

DH

RF

JT

BID DOCUMENTS

BUILDING/WALLSECTIONS &DETAILS

A-203


3/16" = 1'-0"3 SECTION THRU RAISED BAY

3/16" = 1'-0"4 LONGITUDINAL SECTION

3/4" = 1'-0"1 EXTERIOR WALL SECTION 3/4" = 1'-0"2 SECTION THRU ENCLOSURE 115

ONE FASTENERPER GIRT ORBASE ANGLE

CORNER TRIM

GIRT

SIDEWALL

END

WAL

L

EAVESTRUT

EAVEGUTTER

ROOFSTITCHSCREW GUTTER

STRAP

METALPANEL

ROOFPANEL

EE.1MTL. ROOFPANEL

METAL WALL PANEL

MTL. ROOFPANEL

R-30 VINYL FACEDBATT INSULATION

EXISTINGSTEELBEAM


1' - 2"

NEW FRAMINGMEMBERBEYOND

EXISTINGCOLUMN

PARAPET RAKE

A-2044

EXISTINGBEAM

NEWSTRUCTURAL

BEAM

GUTTER

E

RAKESUPPORT

ANGLE

DOUBLE LOK/ULTRADEKPANEL

WALLPANEL

INSIDE CLOSUREW/ TAPE

SEALANTPARAPET RAKEFLASHRAKE

ANGLE

1

TORSION SPRING

2" TRACK

WEATHER STRIPAT TOP


STEEL CHANNELDOOR FRAME

MTL. TRIM

MTL. WALLPANEL


E.13

E.14

MTL. WALLPANELS

R-19 VINYLFACED

INSULATION

STEEL CHANNELDOOR FRAME

WEATHER SEALAT ENDS

GIRT

2" TRACK



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#1627

Author

Checker

Designer

BID DOCUMENTS

SECTION DETAILS

A-204


1 1/2" = 1'-0"1 CORNER TRIM DETAIL 1 1/2" = 1'-0"2 GUTTER DETAIL

3/4" = 1'-0"3 ROOF TRANSITION SECTION 3" = 1'-0"4 ROOF CONNECTION DETAIL

1 1/2" = 1'-0"5 OVERHEAD DOOR HEAD DETAIL 1 1/2" = 1'-0"6 OVERHEAD DOOR JAMB DETAIL

MTL. SILL

BATTINSULATION

WINDOWSSYSTEM

GROUT FILL

FLASHING WITHWEEPS AT 24" O.C.

1/2" GYP. BD.SHTNG

SEALANT

BLOCKING

6" METAL STUD

6"

2"

4"H.M. FRAME

H.M. DOOR

H.M. FRAME

CAULK TYP

6"

2"

GYP. BD. &MTL STUDWALLCONSTR.

METAL WALL PANELS

5/8" GYP. BD.

DOUBLE MTL.STUDS

BATT INSULATION

1/2" GYP. BD. SHTNG.

WINDOWSSYSTEM

RECEIVER EXTENSION

ROD & SEALANT BOTH SIDES

STEEL ANGLE

FLASHING & COUNTERFLASHING - ADHERED &SCREWED

BRICK VENEER

5/8" GYP. BD.

6" METAL STUDHEADER

BATT INSULATION

1/2" GYP. BD.SHTNG

METAL WALL PANELS

DOOR GUIDE

COILINGDOOR

COUNTERTOP

SHIM

HEADER

5/8" GYP. BD.

MTL. STUDS

5/8" GYP. BD.

METAL STUDBLOCKING

COILING DOORENCLOSURE

METAL STUDS

HEADER

COILING DOOR

DOUBLEMETAL STUDS

MOUNTINGMEMBER

SNAP-INGUIDE

PILE LINING

COUNTERTOP BELOW

A

14' -

0"

B

12' - 0"

10' -

0"

D

E

3' - 0"

7' -

0"

3' - 0"

7' -

0"

F

3' - 0"

16' - 0"

C

3' - 0"

7' -

0"

7' -

0"

2"

2"

1

3' - 0"

G

7' -

0"

7' -

2"

H

4' - 0"

3' -

0"4'

- 0"

1 2

3' -

6"

3' - 0"

6' -

0"

4' -

0"

3' - 0"

2" 2"

2"

2"2"

2"2"

2"


PROJECT #FILE NAME

DRAWN BY

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APPROVED BY

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#1627

DH

RF

JT

BID DOCUMENTS

DOOR / WINDOWSCHEDULES &DETAILS

A-300


1 1/2" = 1'-0"6 WINDOW SILL DETAIL

1 1/2" = 1'-0"9 DOOR JAMB DETAIL

1 1/2" = 1'-0"8 DOOR HEAD DETAIL

1 1/2" = 1'-0"4 WINDOW JAMB DETAIL

1 1/2" = 1'-0"2 WINDOW HEAD DETAIL

1 1/2" = 1'-0"3 COILING DOOR COUNTER DETAIL

1 1/2" = 1'-0"1 COILING DOOR HEADER DETAIL

1 1/2" = 1'-0"5 COILING DOOR JAMB DETAIL

1/4" = 1'-0"7 DOOR FRAMES & ELEVATIONS

Mark

ROOM DOOR SIZEDOOR

MATERIAL ELEVATION FINISH

FRAMEFIRE

RATING NOTESFrom To WIDTH HEIGHTTHICKNES

S MATERIAL ELEVATION

105A EXTERIOR 3' - 0" 7' - 0" 1 3/4" MTL W/ GL. E H.MTL. 1105B CORRIDOR CORRIDOR 3' - 0" 7' - 0" 1 3/4" SCWD

W/GL.G H.MTL. 1

106A CORRIDOR WOMEN'S RESTROOM 3' - 0" 7' - 0" 1 3/4" SCWD D H.MTL. 1107A CORRIDOR MEN'S RESTROOM 3' - 0" 7' - 0" 1 3/4" SCWD D H.MTL. 1108A SHOP CORRIDOR 3' - 0" 7' - 0" 1 3/4" MTL W/ GL. F H.MTL. 1108B SHOP 12' - 0" 10' - 0" 3" MTL B EXST.

RELOCATE108C SHOP 3' - 0" 7' - 0" 1 3/4" MTL W/ GL. E H.MTL. 1108D 16' - 0" 14' - 0" 3" MTL A108E 16' - 0" 14' - 0" 3" MTL A109A SHOP EXISTING VEHICLE

STORAGE3' - 0" 7' - 0" 1 3/4" MTL W/ GL. F H.MTL. 1

110A EXISTING VEHICLESTORAGE

INVENTORY CLERK 3' - 0" 7' - 0" 1 3/4" MTL C H.MTL. 1

110B 4' - 0" 4' - 0" 1 1/2" MTL H H.MTL. COIL DOOR110C EXTERIOR 3' - 0" 7' - 0" 1 3/4"111A CORRIDOR BREAK ROOM 3' - 0" 7' - 0" 1 3/4" SCWD

W/GL.G H.MTL. 1

112A CORRIDOR STORAGE/ ELECTRONICMONITERING ROOM

3' - 0" 7' - 0" 1 3/4" SCWDW/GL.

D H.MTL. 1

113A CORRIDOR OFFICE 3' - 0" 7' - 0" 1 3/4" SCWDW/GL.

G H.MTL. 1

114A CORRIDOR MANAGER'S OFFICE 3' - 0" 7' - 0" 1 3/4" SCWDW/GL.

G H.MTL. 1

115 COMPRESSOR ENCLOSURE 3' - 0" 7' - 0" 1 3/4" MTL C H.MTL. EXST.RELOCATE

1/4" = 1'-0"WINDOW ELEVATIONS

HVAC GENERAL PROJECT NOTES:

1. COORDINATE INSTALLATION OF DUCTWORK WITH OTHER DIVISIONS.2. ALL DUCTWORK ASSOCIATED WITH THE MECHANICAL SYSTEMS SHALL BE

INSTALLED AND SECURED PER APPLICABLE BUILDING CODES. PROVIDE ACCESSPANELS FOR ALL MECHANICAL EQUIPMENT INSTALLED ABOVE HARD CEILINGS ORIN FURRED CHASES REQUIRING ACCESS, SUCH AS VOLUME DAMPERS, PIPINGVALVES, ETC.

3. MECHANICAL CONTRACTOR SHALL INSTALL VOLUME DAMPERS IN AIR DUCTS TONEW SUPPLY, RETURN, AND EXHAUST GRILLES, AS APPLICABLE. VOLUMEDAMPERS SHALL BE LOCATED FOR ACCESS FROM LAY-IN CEILINGS OR ACCESSDOORS.

4. THERMOSTAT HEIGHT SHALL BE 4'-0" ABOVE FINISHED FLOOR AND SHALL BEALIGNED WITH LIGHT SWITCH WHERE SHOWN AT THE SAME LOCATION.

5. MANUAL BALANCING DAMPERS SHALL BE LOCATED WHERE OPERATORS AREACCESSIBLE.

6. DUCT SIZES SHOWN ARE NET DIMENSIONS MEASURED FROM THE INSIDE (UNLESSOTHERWISE NOTED).

7. PROVIDE FLEXIBLE CONNECTIONS TO DUCTWORK AT ALL INDOOR AND OUTDOORUNITS.

8. COORDINATE EXACT LOCATION OF ALL PIPING AND DUCT PENETRATIONS OFWALLS WITH STRUCTURAL BRACING.

9. WHERE PIPING IS ROUTED THROUGH EXTERIOR WALL OF BUILDING PROVIDE"LINK SEAL" AND SLEEVES FOR PENETRATION OF WALL.

10. DUCT LOCATIONS THROUGH MASONRY PARTITIONS AND BEARING WALLS MUSTBE COORDINATED WITH OTHER OPENINGS AND WALL REINFORCINGREQUIREMENTS SO THAT STRENGTH OF WALL IS NOT IMPAIRED.

11. EVERY APPLIANCE SHALL BE LOCATED WITH RESPECT TO BUILDINGCONSTRUCTION AND OTHER EQUIPMENT SO AS TO PERMIT ACCESS AND SERVICEPER ALL THE REQUIREMENTS OF 2009 IMC INCLUDING, BUT NOT LIMITED TO,SECTIONS 303 AND 304.

12. EQUIPMENT AND APPLIANCES SHALL BE INSTALLED AS REQUIRED BY THE TERMSOF THEIR APPROVAL, IN ACCORDANCE WITH THE CONDITIONS OF THE LISTING,THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND THE 2009 IMC.MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THEJOB SITE AT THE TIME OF INSPECTION PER 2009 IMC, SECTION 304.1. WHERECONFLICTS EXIST BETWEEN THE DRAWINGS, 2009 IMC, AND THE CONDITIONS OFTHE LISTING OR THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, THEPROVISIONS OF 2009 IMC SHALL APPLY. WHERE A CODE PROVISION IS LESSRESTRICTIVE THAN THE CONDITIONS OF THE LISTING OF THE EQUIPMENT ORAPPLIANCE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, THECONDITIONS OF THE LISTING AND THE MANUFACTURER'S INSTALLATIONINSTRUCTIONS SHALL APPLY.

13. PERMITS SHALL BE APPLIED FOR BY A LICENSED MECHANICAL, GAS OR FIREPROTECTION CONTRACTOR.

14. PROTECTION OF HVAC SYSTEM DURING CONSTRUCTION: ALL HVAC EQUIPMENTSHALL BE PROTECTED FROM DUST AND OTHER PARTICULATE MATTER. ALL SITEAND/OR INSTALLED ABSORPTIVE MATERIALS SHALL BE PROTECTED FROMMOISTURE DAMAGE. ALL DUCT AND EQUIPMENT OPENINGS SHALL BE PROPERLYSEALED.

15. THE DRAWINGS ARE DIAGRAMMATIC AND SHOW GENERAL MECHANICAL LAYOUTSFOR BIDDING PURPOSES ONLY. DRAWINGS ARE NOT SHOP DRAWINGS. THEABOVE CEILING SPACE IS LIMITED WITH MANY TRADES WORKING IN THE SAMEAREA. WORK MUST BE COORDINATED IN DETAIL WITH OTHER TRADES ANDEXISTING CONDITIONS TO AVOID CONFLICTS. IT IS THE RESPONSIBILITY OF THEMECHANICAL CONTRACTOR TO PREPARE DETAILED SHOP DRAWINGS, FIELDVERIFY ALL EXISTING CONDITIONS, CONFIRM SPACE ALLOCATIONS, ANDCOORDINATE WITH THE WORK OF OTHER TRADES. MINOR ADJUSTMENTS SHALLBE MADE TO NEW PIPE, DUCT, AND EQUIPMENT LOCATIONS AND SIZES TO MATCHACTUAL FIELD CONDITIONS SUCH THAT COMPONENTS FIT ABOVE FINISHEDCEILINGS IN THE AVAILABLE SPACE. FIELD VERIFY CONDITIONS AND DIMENSIONS,AS NEEDED, PRIOR TO PREPARING SHOP DRAWINGS, ORDERING EQUIPMENT, ORBEGINNING WORK. WHERE A CONFLICT WILL EXIST (FIT, FORM, OR FUNCTION),CONTRACTOR SHALL IMMEDIATELY NOTIFY DESIGN ENGINEER PRIOR TOPROCEEDING WITH WORK.

16. WHERE APPLIANCES ARE INSTALLED ABOVE A DROP CEILING AND HAVE THEIRLOWEST POINT AT AN ELEVATION OF 10 FT. A.F.F. OR MORE, A WORK SURFACEWITH A NON-COMBUSTIBLE MATERIAL SHALL BE CONSTRUCTED ON THE SERVICESIDE OF THE EQUIPMENT.

17. PLUMBING CONTRACTOR SHALL PROVIDE A TRAPPED INDIRECT WASTE OPENINGTO WITHIN TWO FEET OF ALL COOLING / EVAPORATOR COILS.

T

#

SUPPLY DIFFUSER

FLEXIBLE DUCTWORK

W x H

MANUAL VOLUME DAMPER

RECTANGULAR DUCTW=WIDTH H=HEIGHT

90 DEGREE ELBOW WITH TURNINGVANES

CAPPED PIPE

NATURAL GAS PIPINGG

NEW PLAN KEY NOTE

THERMOSTAT (PROJECT NOTE 4)

RETURN/AIR TRANSFER DIFFUSER

FIRE DAMPER

#X

X Ø ROUND DUCTX=DIAMETER

CONDENSATE PIPINGCD

DESCRIPTIONSYMBOL

MECHANICAL EQUIPMENT TAGX=ABBREVIATION X=EQMT. NUMBER

HVAC LEGEND


PROJECT #FILE NAME

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PROJECT/CLIENT


2787 Stage Center Dr. Suite 101Bartlett, TN 38134

Office: 901-379-0500www.innovativees-llc.com

#1627

QW/JG

JG

JG

Sheriff's Office

HVAC GENERALNOTES &SCHEDULES

M100



N.T.S.1 HVAC GENERAL PROJECT NOTES

N.T.S.2 HVAC LEGEND

GROUND-MOUNTED COOLING/HEATING UNIT SCHEDULE (GAS HEAT)

MARK NO.

SUPPLY FAN COOLING DATA @ 95°F AMBIENT HEATING DATA ELECTRICAL DATA (@460/3Ø/60Hz) EQUAL TO

MANUFACTURER &MODEL NO.

COND. DRAIN(I.P.S.)

AMBIENTCONTROL (°F) WEIGHT (LBS.)

CFM MIN. O.S.A.CFM

EXT.S.P. IN.

W.G.

ENT. AIR TEMP. °F SENSIBLEBTUH

TOTALBTUH TYPE INPUT

MBHOUTPUT

MBH MCA MOCP SUPPLY FANHPDb Wb

GMU 1 3060 CFM 415 CFM 1.0 77.9 64.1 72,200 92,400 NG 200 160 21.4 25 2.0 Trane YSC102 1-1/4 10 900

FAN SCHEDULEMARK NO.

CFMEXT. S.P.IN. W.G. FAN RPM DRIVE TYPE MAX SONES

MOTOR EQUAL TO MANUFACTURER &MODEL NO. WEIGHT (LBS.)

HP (WATTS) ELECTRICAL INTERLOCK

EF 1 75 CFM 0.35 763 DIRECT 1.0 (80) 115/1/60 LIGHT SWITCH GREENHECK SP-B110 20EF 2 300 CFM 0.10 1,090 DIRECT 5.2 1/30 115/1/60 ACTUATOR (LOUVER) GREENHECK SDPE-D-10G-1-DS 35

NOTES:

1. ECONOMIZER W/ BAROMETRIC RELIEF.2. STAND-ALONE 7-DAY PROGRAMMABLE THERMOSTAT.3. POLYMER DRAIN PAN.4. 5-YR. COMPRESSOR WARRANTY.5. 10-YR. ALUMINIZED HEAT EXCHANGER WARRANTY.6. PROVIDE OPTIONAL PRICING FOR HAILGUARDS.

NOTES:

1. FURNISH WITH BACKDRAFT DAMPER AND SPEED CONTROLLER.2. FURNISH WITH ROOF JACK (EF-1).3. FURNISH WITH SHORT WALL HOUSING, FLUSH EXT. (EF-2).

MINI-SPLIT INDOOR UNIT SCHEDULE

UNIT MARK NO. CFMLOW/HIGH

COOLING EATdB/wB °F

TOTALCOOLINGCAPACITY

MBH

SENSIBLECOOLINGCAPACITY

MBH

HEATINGCAPACITY

MBH @ 72°FEAT

ESP IN. W.G. MINIMUMCIRCUIT AMPS V/Ø/Hz

EQUAL TOMANUFACTURER &

MODEL NO.

VRU 1VRU 2VRU 3

MINI-SPLIT OUTDOOR UNIT SCHEDULEUNITMARK NO.

COOLINGCAPACITY @98°F O.A.D.B.

HEATINGCAPACITY

@18°F O.A.D.B.V/Ø/Hz

MINIMUMCIRCUIT

AMPS

MAXFUSESIZE

EQUAL TO MANUFACTURER &MODEL NO.

CU 1

TRANE 4MXD8518A15,300 18,700 3.15 208/1/60TRANE 4MXD8512A11,900 13,100 3.15 208/1/60TRANE 4MXD8518A15,300 18,700 3.15 208/1/60

TRANE 4TXM6542A208/1/60 2640,000 44,500

75/62.4 - 0.25300/410180/320 75/62.4 - 0.25

75/62.4 - 0.25300/410

40

NOTES:

1. FURNISH WITH 7-DAY PROGRAMMABLE THERMOSTAT (BACK LIT DISPLAY).

NOTES:

1. FURNISH WITH LOW AMBIENT COOLING.

AIR DISTRIBUTION SCHEDULEMARK FACE SIZE O.B.V.D. PRICE MODEL NO. REMARKS

A YesB YesC YesD YesE No

24x24 ASPD SQUARE PLAQUE DIFFUSER24x24 80 EGGRATE RETURN GRILLE

SEE PLANS 620 LOUVERED FACE SUPPLY GRILLESEE PLANS 630 LOUVERED FACE RETURN GRILLE

NOTES:

1. EQUAL DEVICES BY NAILOR, KRUEGER, AND TITUS AREACCEPTABLE.

2. COORDINATION DEVICE LOCATION WITH CEILING GRID ANDLIGHTING.

3. FOR DEVICE TYPE E, FURNISH WITH ALUMINUM BIRDSCREEN(EXTERNAL), DAMPER W/ 120 VAC ACTUATOR. FINISH SHALL BEKYNAR 70% (2 COATS) IN A COLOR TO BE SELECTED BYARCHITECT.

SEE PLANS ESD-635 DRAINABLE BLADE LOUVER 1

1

1

1

02/09/17 REV. 1

ELECTRIC UNIT HEATERUNITMARK NO.

AIRFLOWCAPACITY,

WATTS

MOTOR EQUAL TOMANUFACTURER AND

MODEL NO.ELECTRICAL AMPS

EUH 1 65 CFM 1,000 120/1/60 8.4 MARLEY SRA1012DSF

NOTES:

1. FURNISH WITH INTEGRAL THERMOSTAT.2. FURNISH WITH DISCONNECT (CONCEALED ON BACK BOX).

1



A B C D E F G

1

2

3

1

1

2

2

33

4

5

6

7

8

RELOCATE EXISTING CUTO LOCATION SHOWN.

9

1

7 7 7

1 1 1

1

10

11 11

1

1 1

A B C D E F G

1

2

3

8"øA 210

8"øA 1306"øA 70

8"øA 1508"øA 150

8"øA 140

8"øA 135

14"x10"

20"x12"

26"x14"

26"x18"

26"x

18"

20"x

18"

EXISTING WASHBAY100


101RECEPTION

105

SHOP108

EXISTINGVEHICLE

STORAGE109

INVENTORYCLERK

110

BREAK ROOM111


ROOM112

OFFICE113

MANAGER'SOFFICE

114

GMU1

N.I.C.

CU1

VRU1

VRU2

VRU3

EF1

EF2

6"ø8"ø

12"ø

8"ø

12"x6"

12"x6" 8"x4"

14"x8"12"ø

8"ø 8"ø

10"ø

12"x6"

8"ø

6"ø

6"ø

12"x6"C 180

12"x6"C 200

12"x6"C 310

12"x6"C 310

12"x6"C 310

12"x6"C 310

12"x6"C 310

12"x6"C 310

12"x6"C 310

12"x6"C 310

8"øA 135

12"x12"B 210

12"x12"B 130

12"x12"B 7012"x12"B 300

12"x12"B 410

20"x18"D 2645

12"x6"

10"ø

12"ø8"ø

12"x6"

16"x16"8"ø

10"ø

6"ø

EXISTING EXHAUST FAN NOT SHOWN; FOR THEPURPOSE OF PRICING THE PROJECT, VERIFYEXISTING CFM AND INCLUDE LABOR AND COSTTO DEMOLISH FAN AND PROVIDE AN INLINE FANEQUAL TO GREENHECK MODEL SQ (VG SERIES).ELECTRICAL SHALL BE 115/1/60. FAN SHALL BEINSTALLED IN LAWN EQUIPMENT ROOM ANDDUCTED OVER MANAGER'S OFFICE (ABOVE NEWCEILING) AND THROUGH THE WALL WITH ADRAINABLE BLADE LOUVER EQUAL TOGREENHECK MODEL NO. ESD-635.

T

4" THICKCONCRETE PAD(BY OTHERS)

PROVIDE GASPIPING FOR 200CFH AT 7 IN. W.G.

CAP OFFEXISTINGLOUVER

PROVIDE 4"CONCRETE PAD(BY OTHERS)

T

T

COMPRESSORENCLOSURE

115

REQUIREDCLEARANCE

EF2

M

12"x6"C 200

18"x26"E 300

T

12

13

1

1

1

1

1

11111

1

EUH1

14

OFFSETOFFSET


PROJECT #FILE NAME

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#1627

QW/JG

JG

JG

Sheriff's Office

HVAC FLOORPLANS

M101



1/8" = 1'-0"1 HVAC DEMOLITION FLOOR PLAN

1/8" = 1'-0"2 HVAC NEW WORK FLOOR PLAN

GENERAL NOTES:

1. REFERENCE SHEET M100 FOR HVAC GENERAL PROJECT NOTES & SCHEDULES.2. SEE SHEET M300 FOR HVAC DETAILS.3. REFERENCE SHEET M400 FOR HVAC SPECIFICATIONS.

Keynote Legend

Key Value Keynote Text

1 RETAIN EXISTING AIR DISTRIBUTION DEVICES.2 DEMOLISH & DISPOSE OF EXISTING DUCTWORK

BACK TO FURNACE.3 DEMOLISH & DISPOSE OF EXISTING AIR

DISTRIBUTION DEVICES.4 RETAIN EXISTING 3-TON CONDENSING UNIT.5 DEMOLISH & DISPOSE OF EXISTING 3-TON

CONDENSING UNIT.6 RETAIN EXISTING EXHAUST FAN.7 DEMOLISH & DISPOSE OF EXISTING EXHAUST FAN.8 DEMOLISH & DISPOSE OF ALL EXISTING

DUCTWORK AND AIR DISTRIBUTION DEVICES INTHIS AREA.

9 RETAIN EXISTING UNIT HEATER.10 LEAVE EXISTING INDOOR AIR HANDLING UNIT AND

ASSOCIATED DUCTWORK AND AIR DISTRIBUTIONDEVICES.

11 DEMOLISH & DISPOSE OF EXISTING UNIT HEATERSINCLUDING NATURAL GAS PIPING. REMOVE FLUEVENT PIPING BACK TO VERTICAL RISER JUSTUNDER ROOF. CAP IN PLACE AND LEAVE FLUEVENT ABOVE ROOF INTACT.

12 MOUNT BOTTOM OF EXHAUST FAN ATAPPROXIMATELY 7'-0" A.F.F.

13 MOUNT BOTTOM OF LOUVER AT 1'-0" ABOVEFINISHED GRADE.

14 MOUNT BOTTOM OF UNIT HEATER AT 1'-0" A.F.F.

1



CEILING FRAMINGSUSPENSIONSYSTEM BY GC(TYP)

DUCT HANGER(TYP)

END CAP

VOLUME DAMPER

SUPPLY DUCT

AIR FLOW

SPIN-IN TYPE DUCTCONNECTION

INS. FLEX DUCT SAMESIZE AS DIFFUSERNECK

SEE INSULATIONSPEC FOR DIFFUSERBACKPANREQUIREMENTS

CEILING

SUPPLY DIFFUSER

SPACING PER SMACNA HVACDUCT CONSTRUCTIONSTANDARDS CHAPTER 5 -HANGERS AND SUPPORTS

VD

.

3/32" ARIAL (OPAQUE)

VD

MIN R/D = 10

R

SUPPLY DIFFUSER

SEE INSULATION SPECFOR DIFFUSER BACKPANREQUIREMENTS

CEILING-REFER TOREFLECTED CEILINGPLANS FOR CEILINGTYPE AND DIFFUSERLOCATION

ROUND OR RECTANGULARDUCT AS SHOWN ON PLANS

INSULATED FLEXIBLE DUCT(6'-0" MAX LENGTH)

TRANSITIONAS REQUIRED

DUCT HANGER(TYP)

AIR FLOW

SPACING PER SMACNA HVAC DUCTCONSTRUCTION STANDARDSCHAPTER 5 - HANGERS AND SUPPORTS

DUCT HANGER(TYP)

END CAP

RECTANGLE TOROUNDTRANSITION

CEILING FRAMINGSUSPENSIONSYSTEM BY GC(TYP)

VOLUME DAMPER

RETURN OR EXHAUSTDUCT

AIR FLOW

VD

SPIN-IN TYPE DUCTCONNECTION

INSULATEDFLEXIBLE DUCT

CEILING RETURN OREXHAUSTREGISTER

AIR FLOW

SUPPLY DUCT

ADJUSTABLE (THRU GRILLEFACE) EXTRACTOR SHALLBE USED ONLY WHERESPLITTER DAMPER IS NOTSHOWN.

SUPPLYGRILLEFACE

AIR FLOW

MAIN DUCT

BRANCH

SPIN-IN FITTINGWITH DAMPERFOR ROUNDBRANCH DUCT12"Ø AND BELOW

MAN. VOLUME DAMPER(ALL RECTANGULARDUCT SIZES)

AIR FLOW

MAIN DUCT

BRANCH

SPIN-IN FITTINGWITH DAMPERFOR ROUNDBRANCH DUCT12"Ø AND BELOW

MAN. VOLUME DAMPERWHEN INDICATED(ALL RECTANGULARDUCT SIZES)

1-1/2" MIN TO 3" MAX INSTALLED.6" NOMINAL WITH MATERIAL TAUT

ALTERNATE POSITION OF BOLT

1" FLANGE AND HEM

BOLT ON 4" CENTERS

1"x1/8" BAND IRON

FLEXIBLEMATERIAL ASSPECIFIED

WASHER

FLANGEDCONNECTIONON FAN SIDE

SHEET METALAS SPECIFIEDFOR DUCTWORK

DUCT

1-1/2" POCKET SLIP

SHEET METAL ASSPECIFIED FORDUCTWORK

SUSPEND EXHAUSTERFROM STRUCTURE WITHTHREADED RODS

FLEXIBLE CONNECTIONS(BOTH SIDES)

EXHAUST DUCT (TYP.) SEEFLOOR PLANS FOR SIZE

BACKDRAFT DAMPER

EXHAUST FAN

A

B

NOTES:

1. PIPE SIZES AS INDICATED ON PLANS. WHERE NOT SHOWN, SIZE SHALLBE FULL SIZE OF DRAIN TAP ON AHU OR 1-1/4" MINIMUM.

2. SEE SPECIFICATIONS FOR INSULATION REQUIREMENTS.

DETERMINE THE NEGATIVE STATIC PRESSURE AT THE FAN INLET (CALLED P)A = GREATER OF 2" OR |P/2| + 1"B = GREATER OF 2" OR |P| + 1"

CONCRETE PAD

DRAIN OUTLET

GROUND-MOUNTEDCOOLING / HEATINGUNIT

PLUGGED OUTLET

TEE (TYP)

CONTINUATION POINT BYPLUMBING CONTRACTOR

CONNECTION TO EQUIPMENT,INSTALL PER LOCAL CODES

UNION

GAS LINEFROMMAIN

6" DIRT LEG WITHREMOVABLE CAP

GASCOCK

12" LONG, S.S. BRAIDED HOSE,FLEX. CONN. EQUAL TO MASONMODEL CSAMN (CSA APPROVED)

SEAL WITH HIGHTEMPERATURE SILICONERUBBER SEALANTSUPPLIED WITH KIT ATCOMBUSTION AIR INLET

CONCENTRIC VENT KITBY MANUFACTURER

PVC COMBUSTION AIR PIPEAND PVC EXHAUST FLUEPIPE FROM GAS FIREDEQUIPMENT


PROJECT #FILE NAME

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#1627

QW/JG

JG

JG

Sheriff's Office

HVAC DETAILS

M200



N.T.S.1

CEILING DIFFUSER DETAIL - BOTTOMCONNECTION

N.T.S.2 CEILING DIFFUSER DETAIL - ELBOWN.T.S.3 RETURN / EXHAUST AIR GRILLE DETAIL

N.T.S.4 DUCT MOUNTED SUPPLY GRILLE DETAIL

N.T.S.5 SUPPLY AIR BRANCH DETAILN.T.S.6 RETURN AIR BRANCH DETAIL

N.T.S.7

RECTANGULAR FLEX. CONNECTIONDETAIL

N.T.S.8 IN-LINE EXHAUST FAN DETAIL

N.T.S9 CONDENSATE CONNECTION DETAILN.T.S.10 GAS PIPING FLEX. CONNECTION DETAIL

N.T.S.11 CONCENTRIC VENT DETAIL



4-# 1/0, 1-#6G.,2"C.

PANEL LD

225A208/120

PANEL HB

125A277/480

3-# 3, 1-#8G.,1 1/2"C.

45 KVA

4-#1,1-#6G.,11/2"C.

T

2

E0

1

E0

GENERAL REFERENCE NOTES:1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH SPECIFICATIONS, NATIONAL

ELECTRICAL CODE, AND ALL OTHER APPLICABLE STANDARDS AND REGULATIONS AS ENFORCEDBY THE AUTHORITY HAVING JURISDICTION.

2. ALL ABOVE GROUND EXPOSED CONDUIT SHALL BE GALVANIZED RIGID STEEL CONDUIT WITHCORROSION RESISTANT FITTINGS, CLAMPS AND SUPPORTS.

3. IN THE EVENT OF CONFLICTS BETWEEN THE DRAWINGS, SPECIFICATIONS, CODES ANDREGULATIONS. NOTIFY THE ARCHITECT IN WRITING FOR ENGINEER OF RECORD'S OPINIONPRIOR TO INSTALLATION.

4. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CODE ENFORCEMENT OFFICE FOR APPROVALAND TO THE ENGINEER FOR REVIEW.

5. SMACNA SEISMIC RESTRAINT MANUAL, SECOND EDITION, OR LATEST REVISION MAY BE USED ASA GUIDE FOR GENERAL SEISMIC SUPPORT DETAIL AND SUPPORT SPACING RECOMMENDATIONS.

6. COORDINATE LOCATION OF ALL LIGHTING FIXTURES, MECHANICAL EQUIPMENT AND ACCESS PANELS WITH ARCHITECTURAL REFLECTED CEILING PLANS PRIOR TO ROUGH-IN.

CONDUCTOR

GROUNDING

WIRE NUT

FACE SCREW

GROUNDING

HEAD, WASHERSLOTTED HEXAGONSCREW #10

TAPPED HOLE

SIMILAR FOR LIGHT SWITCHES

GROUNDRECEPTACLE

SCREW

CONDUIT

(GREEN)

(TYPICAL)

IN BOX

� N G

OUTLET BOX

RECEPTACLE BONDING DETAILNO SCALE

ONE LINE DIAGRAMNO SCALE

SINGLE-POLE, SINGLE-THROW (S.P.S.T.) WALL SWITCH

SINGLE-POLE, DOUBLE-THROW (S.P.D.T.) WALL SWITCH

DUPLEX RECEPTACLE IN WALL (NEMA 5-20R)

DUPLEX RECEPTACLE IN CEILING (NEMA 5-20R)

BASIC MATERIALS

LOW VOLTAGE WIRING RUN IN CONDUIT

JUNCTION BOX

THERMOSTAT

DISCONNECT SWITCH (FUSED AS REQUIRED)

MOTOR CONNECTION

BRANCH CIRCUIT PANEL

DISTRIBUTION PANEL

SERVICE AND DISTRIBUTION

(SPECIFIED IN OTHER THAN DIV. 16)EQUIPMENT NOT FURNISHED UNDER DIV. 16

COMBINATION MOTOR CONTROLLER & DISCONNECT SWITCH(SPECIFIED IN OTHER THAN DIV. 16)

SWITCHBOARD

TRANSFORMER

(LETTER REFERENCES FIXTURE SCHEDULE)LED LIGHTING FIXTURE

(LETTER REFERENCES FIXTURE SCHEDULE)INCANDESCENT, LED LIGHTING FIXTURE

HIGH BAY LIGHTING FIXTURE

EXIT SIGN (FURNISH WITH DUAL FACES AND DIRECTIONAL ARROWS

EMERGENCY LIGHTING UNIT

LIGHTING

WHERE INDICATED)

REMOTE EMERGENCY LIGHTING HEAD

A

A

LV

J

T

3S

S

T

DOUBLE DUPLEX RECEPTACLE IN WALL (NEMA 5-20R)

CEILING MOUNTED LED LIGHTING FIXTURE

WIRE & CONDUIT RUN EXPOSED

WIRE & CONDUIT RUN IN OR UNDER FLOOR

UNDERGROUND ELECTRICAL DUCTBANK OR CONDUIT

1BRANCH CIRCUIT WIRE & CONDUIT RUN CONCEALED IN WALL ORABOVECEILING, HOME RUN TO PANELBOARD. A NUMERAL, IF PRESENT ATARROW HEAD, INDICATES CIRCUIT NUMBER. ANY BRANCH CIRCUITSHOWN WITHOUT SLASH MARKS INDICATES A CONDUIT CONTAINING (3)#12 AWG CONDUCTORS (HOT, NEUTRAL & GROUND). SLASH MARKS, IFPRESENT, INDICATE THE FOLLOWING:

GROUND CONDUCTOR

NEUTRAL CONDUCTOR

HOT (ENERGIZED) CONDUCTOR

WIRE & CONDUIT TURNED DOWN

WIRE & CONDUIT TURNED UP

UE

G.F.I. TYPE DUPLEX RECEPTACLE IN WALL 44" A.F.F. (NEMA 5-20R)

ELECTRICAL LEGENDSYMBOL DESCRIPTION

ELECTRICAL CONNECTION REQUIRED

SYMBOL DESCRIPTION

30/3

XFMR

30 AMPERE, 3-POLE

TRANSFORMER

CB CIRCUIT BREAKER

MCP MOTOR CIRCUIT PROTECTOR

WPVFDVAVUGESOWBPFPANEC

MLO

VARIABLE FREQUENCY DRIVE

SPACE ONLY WITH BUS

WEATHERPROOF

VOLT-AMPERESVOLTUNDERGROUND ELECTRICAL

NATIONAL ELECTRIC CODE

POWER FACTORPUBLIC ADDRESS

MAIN LUGS ONLY

KVA

MCC

KW

KCMILHZ

FLA

GFIG

EDFDISC

CT

MOTOR CONTROL CENTER

THOUSAND CIRCULAR MILSKILOVOLT-AMPEREKILOWATT

HERTZGROUND FAULT CIRCUIT-INTERRUPTER

ELECTRIC DRINKING FOUNTAIN

CURRENT TRANSFORMER

FULL LOAD AMPSGROUND

DISCONNECT

AWGAUX

C

ANNAICAFGAFFA

AMERICAN WIRE GAUGE

AMPERES INTERRUPTING CURRENT

AUXILIARY

CONDUIT

ANNUNICIATOR

ABOVE FINISHED GRADEABOVE FINISHED FLOOR

ABBREVIATIONS

AMPERE

CU COPPER

FACP FIRE ALARM CONTROL PANEL

3P THREE POLE3PH THREE PHASE4W FOUR WIRE

LIGHT EMITTING DIODELED

CKT CIRCUIT

NEUTRALN

GFCI

G.F.I. TYPE DUPLEX RECEPTACLE OUTDOORS (WEATHER PROOF)WP

FAAP FIRE ALARM ANNUNCIATOR PANEL

DISCONNECT SWITCH

2010 AMERICANS WITH DISABILITIES ACT (ADA)

2009 INTERNATIONAL BUILDING CODE W/ LOCAL AMENDMENTS

2009 INTERNATIONAL GAS CODE W/ LOCAL AMENDMENTS

2009 INTERNATIONAL MECHANICAL CODE W/ LOCAL AMENDMENTS

2006 NFPA 101 LIFE SAFETY CODE

2009 INTERNATIONAL PLUMBING CODE W/ LOCAL AMENDMENTS

2008 NATIONAL ELECTRICAL CODE, NFPA 70

2002 NORTH CAROLINA ACCESSIBILITY CODE WITH 2004 AMENDMENTS

2007 NATIONAL FIRE ALARM CODE, NFPA 72

MEMPHIS AND SHELBY COUNTY

2009 INTERNATIONAL ENERGY CONSERVATION CODE

CODE NOTES

WALL LED EXTERIOR LIGHTING FIXTURE

WALL MOUNTED LED LIGHTING FIXTURE

CEILING MOUNTED SPEAKER

MOTOR SWITCH CONTROL

CARD READER

3/4" CONDUIT TO NEAREST ACCESSIBLE CEILING SPACECOMBINATION TELEPHONE/DATA OUTLET IN FLOOR WITH

C/R

S

COMMUNICATIONS

TIME CLOCKT/C

MANUAL MOTOR STARTERMS

SPECIAL RECEPTACLE IN WALL (NEMA 5-20R)MC

FROM MSB IN BUILDING "B"

7. WHILE GREAT EFFORT HAS BEEN MADE TO IDENTIFY CIRCUITS THAT MAY BE MODIFIED OR REMOVED, THE INFORMATION MAY NOT BE ACCURATE. ELECTRICAL CONTRACTOR SHALL VERIFY CIRCUITS FOR ALL NEW DEVICES AND EXISTING DEVICES THAT ARE REMOVED OR MODIFIED.


PROJECT #FILE NAME

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#1627

PTH

RJH

RJH

Sheriff's Office

ELECTRICALGENERAL NOTES

E100





3

3

WP

WP

J

CR

CR

GFCIGFCIGFCIGFCI GFCI

M

M

M

M

MM MM MM

J

A B C D E F G

1

2

3

23' -

8 1

7/32

"

A B C D E F G

1

2

3

TO BE RELOCATED

419

21

1723

282828

33

1

8

8 11 11

11 11

9 9

9 9

7

7

7

2626

1

14

6

34,36

10

10

8

10

8

8

10

15

2

37,39

1012

12

12

10

35

24

7

7

119

38,40,42

25,27

LD-25,27


PROJECT #FILE NAME

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PROJECT/CLIENT




#1627

PTH

RJH

RJH

Sheriff's Office

ELECTRICALDEMOLITIONFLOOR PLANS

E101


11670 Memphis Arlington RoadArlington, TN 38002 1/8" = 1'-0"1

ELECTRICAL DEMOLITION FLOOR PLAN -LIGHTING

1/8" = 1'-0"2

ELECTRICAL DEMOLITION FLOOR PLAN -POWER



3

3

3

3

4

4

3

4

3

A B C D E F G

1

2

3

AA

A A

A

C C

C

C

C

C C

C

C

C

C

C

C

B

B

B

BBBB

B

C

C

C

C

C

C C

C

C

C

B B

EXISTING WASHBAY100

MANAGER'SOFFICE

114OFFICE

113


ROOM112

BREAK ROOM111

CORRIDOR401


CREW ROOM102


101EXISTING

RESTROOM103

RECEPTION105

COPY104

WOMEN'SRESTROOM

106

MEN'SRESTROOM

107STORAGE

116 SHOP108

INVENTORYCLERK

110

EXISTINGVEHICLE

STORAGE109

A

F

F

F F F

F

F

F F F

A

A

A

A

HB-3

A

A

A

A

HB-1

C

B

HB-5

HB-7

HB-9ROUTE THRU TIME CLOCK(USE EXISTING CIRCUIT)

1. LIGHT FIXTURES ARE SUBJECT TO THE DISCRETION OF THE OWNER FOR FINAL APPROVAL.2. LED INDOOR LIGHTS SHALL BE 3500K COLOR TEMPERATURE OR LESS. OUTDOOR LIGHTS SHALL BE 4000K.

Label

LithoniaA

Luminaire ScheduleManufacturer Catalog Number Description Lamp Length

/Size Wattage Voltage

2RTL4 48L EZ1 LP835 2' X 4' 46.6 2772'X4' LAY-IN LED

B MNSL MV M6 4' LED STRIP LIGHTCABLE HUNG

C ZL1N l96 14000LM FST MVOLT 35K WH 8' INDUSTRIAL STRIP

D

F TWR1 LED 2 40K MVOLT LED WALL PAK

LithoniaEX LHQM LED QUANTUM LED EMERGENCYCOMBO

LithoniaEM ELA LT LP06VS QUANTUM LED EMERGENCYTWINHEAD

Lumens

4786

Color (F)

3500K

4' 27.3LED 277 21043500K

8' 134LED 277 13,4463500K

12"X7.5" 39LED 120 36334000K

- 1.5LED 120 --

- 5.4LED 120 398-

LithoniaER ELA Q L0304 ELM2 LED REMOTE HEAD- 1.5LED 120 80-

Lithonia

Lithonia

NOT USED

Lithonia

LED


PROJECT #FILE NAME

DRAWN BY

CHECKED BY

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SHEET NUMBER

A

B

C

D

2 3 4 5 61

E

SEAL

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PROJECT/CLIENT




#1627

PTH

RJH

RJH

Sheriff's Office

ELECTRICALFLOOR PLAN -LIGHTING

E201



1/8" = 1'-0"1

ELECTRICAL NEW WORK FLOOR PLAN -LIGHTING



WP

WP

GFCI GFCI

GFC

IG

FCI

J

CR

CRCR

CRWP

M M

M M

WP

M

M

M

M

GFCI

J

WP

MM

GFC

I

A B C D E F G

1

2

3

EXISTING (HB)

EXISTINGPLYWOODFORTELEPHONE BOARD

T - LD

EXISTING (LD)

HB-2,4,6

LD-4

LD-9

HB-20,22,24

HB-14,16,18

LD-23

LD-33

LD-34

LD-14

LD-20

LD-7


CREW ROOM102

OFFICE113

MANAGER'SOFFICE

114

EXISTING WASHBAY100


101 RECEPTION105

STORAGE116

MEN'SRESTROOM

107

CORRIDOR401


ROOM112

BREAK ROOM111

SHOP108

INVENTORYCLERK

110

EXISTINGVEHICLE

STORAGE109

EXISTINGRESTROOM

103

COPY104 WOMEN'S

RESTROOM106

LD-25,27

MOVE DISCONNECT TO NEW WALL LOCATION.

LD-6

LD-24

LD-41

LD-21LD-26LD-28LD-36

LD-19

LD-5LD-11

LD-17

LD-18

LD-22

LD-38,40,42

LD-1,3

LD-30,32

LD-37,39

LD-12

LD-2

LD-10

EXISTING(LD)

LD-8

LD-16


PROJECT #FILE NAME

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NAME

SHEET NUMBER

A

B

C

D

2 3 4 5 61

E

SEAL

CONSULTANT





PROJECT/CLIENT




#1627

Author

Checker

Designer

Sheriff's Office

ELECTRICALFLOOR PLAN -POWER

E202



1/8" = 1'-0"1

ELECTRICAL NEW WORK FLOOR PLAN -POWER

Notes:

Power 9372 VA 100.00% 9372 VA Total Est. Demand: 93 AReceptacle 12120 VA 100.00% 12120 VA Total Conn.: 89 AOther 0 VA 0.00% 0 VA Total Est. Demand: 33546 VAMotor 10655 VA 113.13% 12054 VA Total Conn. Load: 32147 VAHVAC 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:Total Amps: 107 A 89 A 75 ATotal Load: 12677 VA 10443 VA 9027 VA

LD-41 Receptacle 20 A 1 1080... 1865... -- -- -- LD-42LD-39 -- -- -- 750 VA 1865... -- -- -- LD-40LD-37 Power 30 A 2 750 VA 1865... 3 20 A Air Compressor LD-38LD-35 Receptacle 20 A 1 180 VA 540 VA 1 20 A Receptacle LD-36LD-33 Receptacle 20 A 1 360 VA 360 VA 1 20 A Receptacle LD-34LD-31 -- -- -- 0 VA 750 VA -- -- -- LD-32LD-29 AHU - Lawn Equip. 30 A 2 0 VA 750 VA 2 20 A Water Heater LD-30LD-27 -- -- -- 250 VA 180 VA 1 20 A Receptacle LD-28LD-25 CU - Lawn equip. 20 A 2 250 VA 180 VA 1 20 A Receptacle LD-26LD-23 Receptacle 20 A 1 360 VA 180 VA 1 20 A Receptacle LD-24LD-21 Receptacle 20 A 1 180 VA 540 VA 1 20 A Receptacle LD-22LD-19 Receptacle 20 A 1 900 VA 1012... 1 20 A Motor LD-20LD-17 Receptacle 20 A 1 900 VA 1012... 1 20 A Lawn Equip Exhaust Fan LD-18LD-15 Lawn Equip Heater 20 A 1 1012... 0 VA 1 20 A HVAC LD-16LD-13 Spare 0 A 1 0 VA 1012... 1 20 A Wash Bay Heater LD-14LD-11 Receptacle 20 A 1 720 VA 540 VA 1 20 A Receptacle LD-12LD-9 Receptacle 20 A 1 360 VA 540 VA 1 20 A Receptacle LD-10LD-7 Receptacle 20 A 1 900 VA 180 VA 1 20 A Receptacle LD-8LD-5 Receptacle 20 A 1 180 VA 720 VA 1 20 A Receptacle LD-6LD-3 -- -- -- 3686... 360 VA 1 20 A Receptacle LD-4LD-1 CU-1 Office 20 A 2 3686... 1192... 1 20 A EF-4B LD-2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT

Notes:

Enclosure: Type 1 MCB Rating:Mounting: Surface Wires: 4 Mains Rating: 125 A

Supply From: T - LD Phases: 3 Mains Type:Location: EXISTING RESTROOM 103 Volts: 120/208 Wye A.I.C. Rating:

Branch Panel: EXISTING (LD)

Notes:Lighting 839 VA 100.00% 839 VAPower 27327 VA 100.00% 27327 VAReceptacle 12120 VA 100.00% 12120 VA Total Est. Demand: 75 AOther 0 VA 0.00% 0 VA Total Conn.: 75 AMotor 16655 VA 108.40% 18054 VA Total Est. Demand: 62233 VALighting - Dwelling Unit 5554 VA 70.11% 3894 VA Total Conn. Load: 62494 VAHVAC 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:Total Amps: 82 A 75 A 70 ATotal Load: 22482 VA 20572 VA 19424 VA

HB-41 HB-42HB-39 HB-40HB-37 HB-38HB-35 HB-36HB-33 HB-34HB-31 HB-32HB-29 HB-30HB-27 HB-28HB-25 HB-26HB-23 Spare 20 A 1 0 VA 1000... -- -- -- HB-24HB-21 Spare 20 A 1 0 VA 1000... -- -- -- HB-22HB-19 Spare 20 A 1 0 VA 1000... 3 20 A Door Openers Shop E HB-20HB-17 -- -- -- 9027... 1000... -- -- -- HB-18HB-15 -- -- -- 10443... 1000... -- -- -- HB-16HB-13 45 kVA, 277 V/480 V, Three Phase, 4 Wires, Wye 80 A 3 12677... 1000... 3 20 A Door Openers Shop W HB-14HB-11 Spare 20 A 1 0 VA 0 VA -- -- -- HB-12HB-9 Lighting - Outside 20 A 1 0 VA 0 VA -- -- -- HB-10HB-7 Lighting - Wash Bay 20 A 1 1336... 0 VA 3 60 A Spare HB-8HB-5 Lighting - Office 20 A 1 2412... 5985... -- -- -- HB-6HB-3 Lighting - Shop 20 A 1 2144... 5985... -- -- -- HB-4HB-1 Lighting - Vehicle storage 20 A 1 484 VA 5985... 3 25 A GMU-1 HB-2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT

Notes:

Enclosure: Type 1 MCB Rating: 100 AMounting: Surface Wires: 4 Mains Rating: 100 A

Supply From: Phases: 3 Mains Type:Location: EXISTING LAWN EQUIPMENT... Volts: 480/277 Wye A.I.C. Rating:

Branch Panel: EXISTING (HB)

NOTES:1. UPGRADE THE MAIN PANEL BREAKER TO 125A.2. MOVE 20A SPARES FROM 2,4,&6 TO 19,21,&23.

NOTES:1. THE CIRCUITS ON THIS PANEL DID NOT MATCH THE AS-BUILT DRAWINGS OR THE PANEL DOOR SCHEDULE. A BEST EFFORT HAS BEEN MADE TO IDENTIFY MOSTCIRCUITS, BUT THE CONTRACTOR MUST VERIFY EVERY CIRCUIT BEFORE REMOVING.



NOTES:

1. RE-USE EXISTING CIRCUITS WHERE POSSIBLE.

2. AT AIR COMPRESSOR ENCLOSURE, INTERLOCK THE MOTORIZED LOUVERWITH THE EXHAUST FAN. FAN SHALL BE CONTROLLED FROM A THERMOSTAT.FAN AND HEATER SHALL SHARE THE SAME CIRCUIT AS BOTH SHOULD NOT RUNAT THE SAME TIME.

XXX

DRAWING NUMBER

SHEET NUMBERX

PXXX

POR

POC

GENERAL NOTES

MISC. CODE NOTES

DRAWING LIST

PLUMBING LEGEND

SYMBOLS LEGEND

HOT WATER PIPING

COLD WATER PIPING

VENT PIPING

SANITARY OR WASTE PIPING

WALL CLEANOUT

FLOOR PENETRATION

FIXTURE TRAP

FLOOR DRAINFD

DROP (OR RISE)

W&T (WASTE & TRAP)

GATE VALVE

CAPPED & VALVED

DROP DOWN

FLUSH FLOOR CLEANOUT

UP (THROUGH SLAB ABOVE)

UP & DOWN (THROUGH FLOOR SLAB)

PIPING BRANCH TAKEOFF

FLOOR DRAIN

FLOOR CLEANOUT

VENT TO ROOF

1. CONTRACTOR SHALL COORDINATE ALL PLUMBING SYSTEMS WITH ALL OTHERTRADES, SO NOT TO CAUSE INTERFERENCES.

2. CONTRACTOR SHALL FIELD VERIFY ALL SITE UTILITY CONNECTIONS OR SIZE,LOCATION, AND DEPTH AND INSTALL ALL SYSTEMS IN ACCORDANCE WITHCONDITIONS FOUND (PRIOR TO BEGINNING INSTALLATION). ANY PART OFPLUMBING SYSTEMS INSTALLED INCORRECTLY DUE TO NOT VERIFYING SAMESHALL BE REMOVED AND CORRECTED AT THE EXPENSE OF THE CONTRACTOR.

3. CONTRACTOR SHALL GUARANTEE ENTIRE SYSTEM FOR A PERIOD OF ONE YEARAFTER FINAL DATE OF ACCEPTANCE.

4. PROVIDE RATED SEALANT FOR ALL PENETRATIONS THROUGH WALLS, CEILINGSAND ROOFS. PROVIDE FIRE STOP SEALANT AROUND ALL PENETRATIONS THROUGHFIRE RATED WALLS, SO AS TO MAINTAIN FIRE INTEGRITY IN THE EVENT OF A FIRE.

5. CONTRACTOR SHALL INSTALL ALL PLUMBING SYSTEMS IN A GOOD WORKMANSHIPMANNER. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLECODES AND AUTHORITIES.

6. CONTRACTOR SHALL REVIEW ENTIRE SET OF DOCUMENTS INCLUDING PLUMBINGPLANS AND ADVISE ARCHITECT IN WRITING PRIOR TO BEGINNING CONSTRUCTIONIF THERE ARE ANY CODE VIOLATIONS, SPACE CONFLICTS AND/OR OTHERCOORDINATION CONFLICTS WITH OTHER TRADES. IT WILL BE THE CONTRACTOR'SRESPONSIBILITY TO INSTALL A COMPLETE PLUMBING SYSTEM IN ACCORDANCEWITH CODES, ETC.

7. SEE ARCHITECTURAL DRAWINGS FOR ALL BUILDING DIMENSIONS, DETAILS,ELEVATIONS, AND EXACT LOCATIONS OF ALL FIXTURES.

8. THESE DRAWINGS ARE DIAGRAMMATIC AND SHOW GENERAL PLUMBING LAYOUTSAND PIPE ROUTING ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOPREPARE DETAILED SHOP DRAWINGS WHERE SPACE AND/OR COORDINATIONISSUES ARISE AND TO CONFIRM ALL SPACE ALLOCATIONS.

9. CONTRACTOR SHALL PROVIDE TAMPER PROOF, LOCKABLE ACCESS PANELS FORALL CONCEALED VALVES, WATER HAMMER ARRESTORS, ETC.

10. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL CHARACTERISTICS OFELECTRICAL OPERATED EQUIPMENT WITH ELECTRICAL CONTRACTOR PRIOR TOORDERING SAME. THIS APPLIES TO VOLTAGE, PHASE, RATED CAPACITIES, ETC.

11. CONTRACTOR SHALL OFFSET ALL PIPING IN BUILDING AS REQUIRED TO PROPERLYINSTALL PLUMBING SYSTEMS.

12. CONTRACTOR SHALL PROVIDE SHUTOFF VALVES ON ALL BRANCH RUNOUTS TOFIXTURES. NO EXCEPTIONS!

13. AT COMPLETION OF PROJECT, THE CONTRACTOR SHALL REMOVE ALL AERATORS,FILTERS, ETC. AND FLUSH SYSTEM OUT THOROUGHLY.

14. CONTRACTOR SHALL VERIFY ALL CONNECTIONS OF MISC. EQUIPMENT FURNISHEDBY OTHERS PRIOR TO INSTALLING THE SAME AND MAKE ALL CONNECTIONS FORTHE SAME.

15. SLEEVES SHALL BE INSTALLED WHERE PIPING PASSES THROUGH STRUCTURE. ALLHOLES THROUGH CONCRETE SHALL BE CORE DRILLED. VERIFY LOCATION WITHARCHITECT BEFORE COMMENCING WORK.

16. ALL PIPING SHALL BE TESTED AND PROVEN TIGHT BEFORE PIPE IS CONCEALED.

17. ALL SANITARY PIPING SHALL BE INSTALLED WITH A MINIMUM SLOPE OF 1/8" PERFOOT, UNLESS NOTED OTHERWISE ON THE PLANS.

18. PRIOR TO SUBMITTING BID, VISIT THE SITE OF THE PROPOSED CONSTRUCTION ANDTHOROUGHLY INVESTIGATE EXISTING UTILITIES, WORKING CONDITIONS TO BEENCOUNTERED ETC. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FORCONDITIONS INCREASING COST WHICH WERE NOT KNOWN WHEN SUBMITTINGPROPOSAL IF THE CONDITION WAS OBVIOUS AND COULD HAVE BEEN DISCOVEREDDURING A SITE VISIT.

1. PERMITS SHALL BE APPLIED FOR BY LICENSED CONTRACTOR.

2. ANY CONTRACTOR WHO DESIRES TO INSTALL, ENLARGE, ALTER, REPAIR, MOVE ORREPLACE A PLUMBING SYSTEM, WHICH IS TO REGULATED BY THE CODE SHALLFIRST MAKE APPLICATION AND OBTAIN THE REQUIRED PERMIT FOR THE WORK.

3. PLUMBING PLANS & INSTALLATION SUBJECT TO PLUMBING INSPECTOR'SCOMMENTS & FIELD APPROVAL.

4. FLOOR DRAINS LOCATED IN SUCH AREAS WHERE TRAPS WILL NOT BEREPLENISHED SHALL HAVE EITHER A MINIMUM 12" DEEP SEAL TRAP, TRAP PRIMER,OR BE ON AN INDIRECT SYSTEM.

5. ALL OF PLUMBING SYSTEM SHALL BE INSTALLED IN STRICT ACCORDANCE WITH2009 MEMPHIS & SHELBY COUNTY JOINT PLUMBING CODE, ADMENDMENTS,PLUMBING INSPECTORS & PLANS EXAMINERS REVIEW.

6. PLUMBING CONTRACTOR SHALL PROVIDE INDIRECT WASTE OPENING TO WITHIN 2FEET OF ALL COOLING COILS & EVAPORATORS FOR CONDENSATE. ROUTE TOHOUSE SIDE OF ACTIVE TRAP & CONNECT TO SAME. VERIFY LOCATIONS IN FIELDWITH HVAC CONTRACTOR PRIOR TO BEGINNING INSTALLATION OF SYSTEMS.

7. WATER SUPPLY & SEWER SHALL BE PERMITTED & INSPECTED THROUGH PLUMBINGDEPARTMENT.

COMPRESSED AIRCACLEANOUT

WATER CLOSET

INDIRECT WASTEIW

PLUMBING GENERAL NOTES, SCHEDULES AND DETAILSP000

PLUMBING NEW WORK FLOOR PLANP201PLUMBING DEMOLITION FLOOR PLANP101

HOT WATER RETURN PIPING

WC-1

DETAIL DESIGNATION

PLUMBING FIXTURE DESIGNATION

REVISION DESIGNATION

POINT OF RETURN

POINT OF CONNECTION

ELEVATION DETAIL DESIGNATIONX/PXXX

TRENCH DRAINTD

HOSE BIBB / WALL HYDRANT

URINAL

PLUMBING

SCALE: SCALE:NTS

LOCKING NUTHANGER ROD

CLEVIS HANGER

SUPPORT NUT

PIPE

10'

8'9'

7'

12'15"

11'

MAX. ALLOWABLE SPACINGHANGER ROD SPACING

1"

5/8"

7/8"3/4"

PIPE SIZE

4" AND 5"6" THRU 8"

UP TO 2"

12"

1/2" DIA.3/8" DIA.

ROD SIZEHANGER ROD SCHEDULE

1-1/4"1-1/2"

3" THRU 8"10" & 12"

2-1/2"

PIPE SIZE

2"

PIPE

HANGER ROD

2 1/2" THRU 3"

INSULATION SHIELD,12" LONG FOR PIPES

INSULATION 12" LONG

3" AND LARGER

HIGH DENSITY

CLEVIS HANGER

LOCKING NUT

SUPPORT NUT

INSULATION

FLOOR DRAIN

DRAIN VALVE

FINISH FLOOR

ELECTRIC WATER HEATER

4" HOUSEKEEPING PAD

EXPANSION TANK

THERMOMETER - TYPICAL

UNION - TYPICAL

T

T & P VALVEPIPED TO6" AFF

TO PLUMBING FIXTURESDOMESTIC COLD WATERDOMESTIC HOT WATER

PLUMBINGPIPE HANGER INSTALLATION

NTS1TYPICAL WATER HEATER DETAIL

2

HD-1

L-1

L-1WC-1

WC-1

UR-1

SK-1

MS-1

EWC-1

FD-1

EXISTING4" SAN TOSITE

EXISTINGCO

EXISTINGBASIN(TYP OF 4)

EXISTING4" VTR

POC

POC

4" SAN

EXISTING4" SAN POC

POC

EXISTING4" IW

EXISTINGCO

3" IW

3" IVTR


3" SANCO

2" V

1-1/2" V

1-1/2" V1-1/2" V

EXISTINGFD



PROJECT #FILE NAME

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NAME

SHEET NUMBER

A

B

C

D

2 3 4 5 61

E

SEAL

CONSULTANT





PROJECT/CLIENT






#1627

ED

JEW

JEW

Sheriff's Office

PLUMBINGGENERAL NOTES,SCHEDULES &DETAILS

P000


11670 Memphis ArlingtonRoadArlington, TN 38002

3 PLUMBING ISOMETRIC PLAN

A B C D E F G

1

2

3


EXISTING4" IW

EXISTINGCATCHBASIN

EXISTING4" IW

EXISTING4" IW

REMOVEVTR

EXISTINGCATCHBASIN

EXISTINGCO

FILL INCATCHBASIN

EXISTINGCO

REMOVEVTR

1

2

1

EXISTING6" SANTO SITE

EXISTING4" FD

EXISTINGBFP

EXISTING2" CW TOSITE

REMOVEFD ANDMEMPHISPATTERNDEEP SEALTRAP



REMOVEWATERHYDRANT &ASSOCIATEDPIPING

POR

REMOVE1/2" CW DPTO ICEMACHINE

POR

POR

EXISTING1/2" CW DPTO EWC

EXISTING4" VTR4" SAN DN1" CW DPEXISTING

1-1/4" CW

EXISTING3/4" CWBELOW SLABTO GROUNDHYDRANT

3


PROJECT #FILE NAME

DRAWN BY

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APPROVED BY

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SHEET NUMBER

A

B

C

D

2 3 4 5 61

E

SEAL

CONSULTANT





PROJECT/CLIENT






#1627

ED

JEW

JEW

Sheriff's Office

PLUMBINGDEMOLITION PLAN

P101



3/16" = 1'-0"1 PLUMBING DEMOLITION PLAN

GENERAL NOTES:A. COORDINATE ALL SHUTOFF OF UTILITIES WITH FACILITIES MAINTENANCE.

NOTES THIS DRAWING:

1. REMOVE EXISTING VTR TO DOWN BELOW SLAB. CAP PIPING BELOW SLAB AND REPAIR FLOOR.

2. CAP EXISTING CATCH BASIN AT OUTLET PRIOR TO FILLING IN THE UNIT. COVER BASIN TO PROVIDE SOME SURFACE FOR PEDESTRIAN TRAFFIC. COORDINATE WITH GENERAL CONTRACTOR.

3. RETAIN EXISTING IN-LINE WATER FILTER FOR ICE MACHINE. INSTALL ON 1/2" CW LINE SUPPLY AT ICE MACHINE LOCATION SHOWN ON SHEET P201.

WC-1 L-1

L-1

SK-1 GD-1

EWC-1

MS-1

UR-1

DHW-1


EXISTING4" IW

EXISTINGCATCHBASIN

EXISTING4" IW

EXISTING4" IW

EXISTINGCATCHBASIN

EXISTINGCO

EXISTINGCO

EXISTING6" SANTO SITE

EXISTING4" FD

EXISTINGBFP

EXISTING2" CW TOSITE



EXISTING1/2" CW DPTO EWC

EXISTING4" VTR4" SAN DN1" CW DP

EXISTING1-1/4" CW

EXISTING3/4" CWBELOW SLABTO GROUNDHYDRANT

2" CW3/4" HW

FD-1POC

POC

POC

POC

POC

CO

POC

WC-1

POC

HD-1

3" IV DN3" IVTR

3" IW

3" IW

1/2" HW DP2" VR3" VTR2" SAN DN1/2" CW DP

1-1/2" CW DP(2) 4" SAN DN2" V DN

3/4" CW DP2" VR2" SAN DN

1/2" HW DP1/2" CW DP1-1/2" VR2" SAN DN

2

13/4" CW DP3/4" HW DP

EXISTING3/4" CW

3/4" HW3/4" CW

1/2" CW1/2" HW

1/2" HW DP1/2" CW DP(2) 01-1/2" VR3" SAN DN

RELOCATEDICE MACHINE

3" W&T DNTO FD


PROJECT #FILE NAME

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NAME

SHEET NUMBER

A

B

C

D

2 3 4 5 61

E

SEAL

CONSULTANT





PROJECT/CLIENT






#1627

ED

JEW

JEW

Sheriff's Office

PLUMBINGNEW WORKFLOOR PLAN

P201



3/16" = 1'-0"1 PLUMBING NEW WORK PLAN

GENERAL NOTES:A. COORDINATE PUMPED CONDENSATE DRAINAGE FOR VRU'S SHOWN HVAC DRAWINGS. PIPE NEW FLOOR DRAIN NEAR ICE MACHINE.

NOTES THIS DRAWING:

1. SEE DETAIL 2 ON SHEET P000 FOR WATER HEATER PIPING ARRANGEMENT.

2. ROUTE VENT 6" ABOVE RIM OF SINK BE TURNING IN HORIZONTAL TO GO AROUND WINDOW.

P

FS

TS

GENERAL NOTES FIRE PROTECTION NOTES

SEISMIC NOTES

PIPING

SPRINKLERS

PIPING SYMBOL LEGEND

1.

2.

3.

PIPING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH LOCAL SEISMIC ZONEREQUIREMENTS.

PROVIDE SEISMIC RESTRAINT FOR BUILDING ELEMENTS AS REQUIRED IN LOCAL SEISMICZONE AND AS REQUIRED BY STATE FIRE MARSHALL AND OTHER GOVERNING AUTHORITIES.

CONTRACTOR SHALL OBTAIN SERVICES OF AN INDEPENDENT CONTRACTOR TO ADVISE ANDSUPERVISE ALL INSTALLATION OF SEISMIC RESTRAINTS SYSTEM SO AS TO BE ASSURED THATFINAL INSTALLATION OF SYSTEM MEETS AND/OR EXCEEDS LOCAL SEISMIC ZONEREQUIREMENTS. SUBMIT DETAILED SHOP DRAWINGS OF SAME FOR APPROVAL PRIOR TOBEGINNING INSTALLATION OF SYSTEMS. DETAILED SHOP DRAWINGS SHALL BE DESIGNED &SEALED BY A LICENSED ENGINEER OF THE STATE WHERE STRUCTURE IS LOCATED.

SPRINKLE AREAS AS INDICATED ON DRAWINGS PER NFPA FIRE PREVENTION CODE WITHLATEST SUPPLEMENTS AND REVISIONS AND PER OWNER'S INSURANCE CARRIER.

HYDRAULICALLY CALCULATE SYSTEM WITH A MINIMUM DENSITY NOTED IN SPECIFICATIONS.

THE AUTOMATIC SPRINKLER CONTRACTOR SHALL PROVIDE ALL NECESSARY OFFSETS,RAISES OR DROPS, IN PIPING AND AUXILIARY DRAINS REQUIRED BY BUILDING CONDITIONSWHETHER OR NOT SHOWN ON THE PLANS.

THE INFORMATION GIVEN HEREIN AND ON PLANS IS AS EXACT AS COULD BE SECURED FORBIDDING PURPOSES, BUT ITS ACCURACY IS NOT GUARANTEED. THE AUTOMATIC SPRINKLERCONTRACTOR MUST EXAMINE THE JOB CONDITIONS AND VERIFY ALL MEASUREMENTS,ELEVATIONS, CLEARANCES, PIPE SIZES, ETC., BEFORE STARTING WORK.

ALL BACKGROUND INFORMATION IS SHOWN FOR COORDINATION PURPOSES ONLY. REFER TOPROPER DRAWINGS FOR EXACT LOCATIONS, SIZES, AND QUANTITIES OF OTHER TRADES'WORK.

ACTIVATION OF FLOW ALARM DEVICE SHALL CAUSE GENERAL ALARM THROUGHOUT THEFACILITY. ELECTRICAL WIRING BY DIVISION 16.

DO NOT INSTALL ANY PIPING OVER ELECTRICAL PANELS OR EQUIPMENT.

1.

2.

3.

4.

5.

6.

7.

CAPPED

DROP (OR RISE)

FLEX CONNECTOR

PIPE GUIDE

FLOW ARROW

UNION

TAMPER SWITCH

PRESSURE GAUGE

DOWN THROUGH FLOOR

UP (THROUGH SLAB ABOVE)

UP & DOWN (THROUGH FLOOR SLAB)

FLOW SWITCH

PIPING BRANCH TAKEOFF

ALARM CHECK VALVE

FIRE DEPARTMENT CONNECTION

UPRIGHT / PENDENT SPRINKLER

SIDE WALL INSTITUTIONAL SPRINKLER

CONTRACTOR SHALL INSTALL ALL PLUMBING SYSTEMS IN STRICT ACCORDANCE WITHAPPLICABLE CODES (LOCAL/STATE FIRE CODES, NFPA, ETC.).

CONTRACTOR SHALL COORDINATE ALL SPRINKLER SYSTEMS WITH ALL OTHER TRADES, SO ASNOT TO CAUSE INTERFERENCES.

CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONNECTIONS FOR SIZE, LOCATION, DEPTHAND INSTALL ALL SYSTEMS IN ACCORDANCE WITH CONDITIONS FOUND (PRIOR TO BEGINNINGINSTALLATION). ANY PART OF SPRINKLER SYSTEMS INSTALLED INCORRECTLY DUE TO NOTVERIFYING SAME SHALL BE REMOVED AND CORRECTED AT THE EXPENSE OF THECONTRACTOR.

CONTRACTOR SHALL GUARANTEE ENTIRE SYSTEM FOR A PERIOD OF ONE YEAR AFTER FINALDATE OF ACCEPTANCE.

PROVIDE SEALANT AROUND ALL PENETRATIONS THROUGH FIRE RATED FLOORS & WALLS SOAS TO MAINTAIN FIRE INTEGRITY IN EVENT OF FIRE.

CONTRACTOR SHALL VISIT SITE AND VERIFY ALL CONDITIONS PRIOR TO BIDDING PROJECT.

CONTRACTOR SHALL INSTALL ALL SPRINKLER SYSTEMS IN A GOOD WORKMANSHIP MANNER.

CONTRACTOR SHALL REVIEW ENTIRE SET OF DOCUMENTS INCLUDING PLUMBING &ELECTRICAL PLANS AND ADVISE ARCHITECT IN WRITING PRIOR TO BEGINNING CONSTRUCTIONIF THERE ARE ANY CODE VIOLATIONS, SPACE CONFLICTS, AND/OR OTHER COORDINATIONCONFLICTS WITH OTHER TRADES. THE BUILDING SHALL BE SPRINKLERED IN ACCORDANCEWITH APPLICABLE CODES.

THESE DRAWINGS ARE DIAGRAMMATIC AND SHOW GENERAL SPRINKLER LAYOUTS AND PIPEROUTING ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PREPARE DETAILED SHOPDRAWINGS WHERE SPACE AND/OR COORDINATION AREAS ARISE AND TO CONFIRM ALL SPACEALLOCATIONS.

CONTRACTOR SHALL COORDINATE WITH OWNER AS TO SHUT DOWN PERIOD OF EXISTINGSERVICES SO AS NOT TO INTERFERE WITH EXISTING OPERATIONS.

CONTRACTOR SHALL COORDINATE ALL ELECTRICAL CHARACTERISTICS OF ELECTRICALOPERATED EQUIPMENT WITH ELECTRICAL CONTRACTOR PRIOR TO ORDERING SAME. THISAPPLIES TO VOLTAGE, PHASE. RATED CAPACITIES, ETC.

CONTRACTOR SHALL OFFSET ALL PIPING AS REQUIRED TO PROPERLY INSTALL SPRINKLERSYSTEMS.

AT COMPLETION OF PROJECT, THE CONTRACTOR SHALL FLUSH SYSTEM OUT THOROUGHLY.

CONTRACTOR SHALL VERIFY ALL CONNECTIONS OF MISC. EQUIPMENT FURNISHED BY OTHERSPRIOR TO INSTALLING SAME AND MAKE ALL CONNECTIONS FOR SAME.

INFORMATION OF EXISTING SERVICES WAS OBTAINED FROM SITE SURVEYS. CONTRACTORSHALL VERIFY EXACT LOCATIONS OF EXISTING SERVICES SHOWN ON DRAWINGS INCLUDINGALL OTHER WORK TO BE PERFORMED WITH RESPECT TO DRAWINGS PRIOR TO PRICING,FABRICATION OR ACTUAL CONSTRUCTION.

REPAIR TO THE SATISFACTION OF THE OWNER ANY DAMAGE TO OR ALTERATIONS OF THEEXISTING STRUCTURE DUE TO FIRE PROTECTION. THIS INCLUDES FILLING AND PATCHINGHOLES LEFT BY REMOVAL OF SPRINKLER PIPING.

SLEEVES SHALL BE INSTALLED WHERE PIPING PASSES THROUGH STRUCTURE. ALL HOLESTHROUGH CONCRETE SHALL BE CORE-DRILLED. VERIFY LOCATION WITH THEOWNER/ARCHITECT BEFORE COMMENCING ANY WORK.

ALL PIPING SHALL BE TESTED AND PROVEN TIGHT BEFORE PIPE IS CONCEALED.

DO NOT INSTALL ANY PIPING OVER THE TOP OF ANY ELECTRICAL PANELS OR ELECTRICALEQUIPMENT.

INCLUDE IN BID ANY AND ALL COSTS ASSOCIATED WITH REROUTING EXISTING PIPING ORDUCTWORK TO ACCOMMODATE NEW PIPING INSTALLATION.

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RELOCATEEXISTINGFDC TO NEWEXTERIOR WALL

EXISTINGAIR COMPRESSORFOR DRY PIPE FPSYSTEM

REROUTEEXISTING FDCTO NEW EXTERIORWALL

EXISTING4" FP TOSPRINKLERS

4" FPTO FDC

6" FPFROM SITE

INSTALL NEW DRY-PIPESPRINKERS IN NEWEXPANSION. EXTENDEXISTING PIPING TOSUPPLY SPRINKLER HEADS.

RAISE SPRINKER HEADS INNEWLY RAISED APPARATUSBAY TO ACCOMODATE NEWGARAGE DOOR HEIGHT.PROVIDE FULL COVERAGEABOVE AND BELOW THEGARAGE DOOR WHEN IT INTHE UP POSITION.

EXISTING4" FP RISER &DRY PIPEVALVE


PROJECT #FILE NAME

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NAME

SHEET NUMBER

A

B

C

D

2 3 4 5 61

E

SEAL

CONSULTANT





PROJECT/CLIENT






#1627

ED

JEW

JEW

Sheriff's Office

FIRE PROTECTIONFLOOR PLAN

FP201



3/16" = 1'-0"1 FIRE PROTECTION FLOOR PLAN

GENERAL NOTES:

A. COORDINATE LOCATIONS OF SPRINKLER HEADS WITH ARCHITECTURAL REFLECTED CEILING PLAN.

B. BUIDING SHALL BE FULLY SPRINKLERED.

C. MINIMUM REQUIRMENTS FOR HYDRAULIC DESIGN OF AUTOMATIC SPRINKLER SYSTEM:

D. DESIGN DATA: OCCUPANCY = ORDINARY HAZARD - GROUP 2 DENSITY = 0.20GPM/SF DESIGN AREA = 1500 SF HOSE ALLOWANCE = 250 GPM TOTAL SYSTEM DEMAND = 640 GPM

OFFICE SPACES: LIGHT HAZARD OCCUPANCY0.10 GPM / SF OVER 1500 SF

APPARATUS BAYS: ORDINARY HAZARD GROUP 10.15 GPM / SF OVER 1500 SF

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