VIRGINIA COMMONWEALTH UNIVERSITY 609 BOWE · PDF filea walls/partitions: remove entirely where shown dashed. where walls are indicated to remain, remove all items mounted to wall

PROJECT SITE

PROJECT AREA

BUILDING USE GROUP:

CONSTRUCTION TYPE:

FIRE SUPPRESSION:

BUILDING AREA:

REFERENCE STANDARDS:THIS BUILDING IS DESIGNED TO BE COMPLIANT WITH THE 2012 EDITION OF THEVIRGINIA UNIFORM STATEWIDE BUILDING CODE.

THE ASSAD 2010 ACCESSIBILITY STANDARDS

EXISTING BUILDING PLANS BASED ON DOCUMENTS DATED 03/01/03 PREPARED BYHSMM ARCHITECTS / ENGINEERS / PLANNERS

VIRGINIA RENOVATION CODE 2012 - RENOVATION / ALTERATION LEVEL 3

A-3 ASSEMBLY

II A (VCC 2000 & VCC 2012)

YES, FULLY SPRINKLED

6,333 GSF

GENERAL DRAWINGSG001 COVER SHEETG101 LIFE SAFETY PLAN / LEGEND / NOTES

DEMOLITION DRAWINGSAD101 DEMOLITION FLOOR PLAN / LEGEND / NOTES

ARCHITECTURAL DRAWINGSA001 LEGENDS, SYMBOLS, ABBREVIATIONSA101 OVERALL FLOOR PLANA201 REFLECTED CEILING PLANA301 FINISH PLANS - OVERALL PLANA801 CASEWORK / INTERIOR ELEVATIONS

PLUMBING DRAWINGSP001 PLUMBING LEGEND, SYMBOLS, DETAILS, SCHEDULES & ISOMETRIC RISERSPD101 PLUMBING DEMOLITION FLOOR PLANP101 PLUMBING FLOOR PLAN – SANITARY/VENTP102 PLUMBING FLOOR PLAN – DOMESTIC WATER

MECHANICAL DRAWINGSM001 MECHANICAL LEGEND, SYMBOLS & SCHEDULESMD101 MECHANICAL DEMOLITION FLOOR PLANM101 MECHANICAL FLOOR PLAN

ELECTRICAL DRAWINGSE001 ELECTRICAL SYMBOL LIST & FIXTURE SCHEDULEED101 ELECTRICAL FLOOR PLAN – DEMOLITIONE101 ELECTRICAL FLOOR PLAN - LIGHTINGE102 ELECTRICAL FLOOR PLAN – LIGHTING CALCULATIONSE103 ELECTRICAL FLOOR PLAN – EMERGENCY LIGHTING CALCULATIONSE201 ELECTRICAL FLOOR PLAN – POWERE301 ELECTRICAL POWER RISER DIAGRAM & PANELBOARD SCHEDULES

DRAWING INDEX

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Material included herein is covered by copyright. Use of this work in whole or inpart is forbidden without the expressed written consent of BCWH, Inc.

STATE PROJECT #

1840 West Broad Street

Suite 400

Richmond, Virginia 23220

www.bcwh.com

804.788.4774 phone

804.788.0986 fax

ISSUE DATE:

REVISIONS:

STATE PROJECT NO:

VICINITY MAPSPROJECT DATA

BCWH Architects

ARCHITECT1840 West Broad St, Suite 400Richmond, Virginia 23220804-788-4774

07/29/2016

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COVER SHEET

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2015.56

BOWE STREETDECK - FIRSTFLOOR ATHLETICSRENOVATIONVIRGINIACOMMONWEALTHUNIVERSITY609 BOWE STREETRICHMOND VIRGINIA

236-A6236-002

07/29/2016WORKING DRAWINGS

236-A6236-002

VIRGINIA COMMONWEALTH UNIVERSITY609 BOWE STREET RICHMOND VIRGINIA

07/29/2016 WORKING DRAWINGSINVERSITY

MPE ENGINEER530 EAST MAIN STREET, SUITE 200RICHMOND, VIRGINIA 23219804-977-0403

FEC-1

UPUPUPFEC-1

REF.

F BF BF BF BF B

F

B

F

B

F

B

F

B

USE GROUP

(113) BASEBALL LOCKER ROOM

(110) TRACK & FIELD LOCKER ROOM

(112) COACH LOCKER ROOM

(115) ATHLETIC TRAINING

TOTAL: USE GROUP A-3

USE GROUP B BUSINESS

(102) OFFICE

TOTAL: OVERALL OCCUPANT LOAD

AREA OCCUPANCY

1119 22

420 8

203 4

1373 27

98 1

96

NOTES (PER VCC 2012 TABLE 1004.1.2) :1. B = 100 NSF / OCCUPANT2. A-3 UNCONCENTRATED (TABLES AND CHAIRS) = 15 NSF / OCCUPANT3. A-3 CONCENTRATED (CHAIRS) = 7 NSF / OCCUPANT

USE GROUP A-3 ASSEMBLY

DESIGN OCCUPANT LOAD

(104) LOUNGE 510 34

95

NOTE

50 GROSS (LOCKER RM)




50 GROSS (EXERCISE RM)

1 MAX EXIT ACCESS TRAVEL DISTANCE FOR USE GROUP A-3 IS 250 FEET.2 MAX EXIT ACCESS TRAVEL DISTANCE FOR USE GROUP B IS 300 FEET.3 REFERENCE A020 THROUGH A023 FOR ADDITIONAL RATED ASSEMBLIES AND UL

ASSEMBLY DATA.

EXISTING FIRE RATED PARTITION 2-HOUR

NOTES:

SQUARE: TABULATED CODE OCCUPANCY LOADCIRCLE: PROGRAM OCCUPANCY LOAD

TRAVEL DISTANCE (PER VCC 2012 TABLE 1014.3)x' - x"

Room name3024

150 SF

0 EGRESS CAPACITY (PER VCC 2012 1005.3.2)

FIRE SAFETY PLAN LEGEND

LIMIT OF ARCH. WORK REFER TO MPE FOR LIMITOF MPE WORK

FIRE EXTINGUISHER CABINET

H LKJI

2

1

1120 SF

BASEBALLLOCKER RM

2244

SHOWER

203 SF

COACH LOCKERS48

STORAGE

420 SF

TRACK & FIELDLOCKERS

834

STORAGE

VESTIBULE98 SF

OFFICE11

ELEV MACHINERM

ENTRY

S1

STOR.

ELECTRICAL

JANITOR

WOMENS TOILET

1367 SF

ATHLETICTRAINING

2727

TOILET

147 SF

LOUNGE34

TELE

PARKING STOR

ELEC

WATER HTR

MECH

6' - 0"

8' - 0"

6' -

0"

HYDRATION STATION

452

452

240

CLEAR DISCERNABLE PATH OF EGRESS

TRAVELDISTANCE =

85' - 0"

ZONE

LOCKERS

ATHLETIC TRAINING

LOUNGE

USE GROUP B BUSINESS

TOTAL FIXTURE COUNT

CODE REQUIRED

PROVIDED

OCCUPANCY NUMBER OF TOILETSMALE / FEMALE

86 0.68 /

27 0.10 / 0.22

34 0.68 / 0.68

2 / 1

6 / 1

NOTES:1. WATER CLOSET (A-3): MALE = 1 PER 125; FEMALE = 1 PER 65 (BUSINESS): MALE & FEMALE = 1 PER 25 FOR THE FIRST 50 AND 1 PER

50 FOR REMAINDER EXCEEDING 50.2. LAVATORIES (A-3): MALE & FEMALE = 1 PER 200 (BUSINESS): MALE & FEMALE = 1 PER 40 FOR THE FIRST 80 AND 1 PER 80 FOR THE

REMAINDER EXCEEDING 80.3. DRINKING FOUNTAINS (A-3): 1 PER 500 (BUSINESS): 1 PER 100** DRINKING FOUNTAIN PROVIDED VIA HYDRATION STATION

NUMBER OF LAVSMALE / FEMALE

USE GROUP A-3 ASSEMBLY

PLUMBING FIXTURE CALCULATIONSNUMBER OFDRINKING FOUNTAINS

0.43 / 0.17

0.07 / 0.07 0.05

0.42 / 0.42 0.34

1.48 / 0.92 0.93 / 0.50 0.57

1 / 1 1

2 / 1 1 **

1 0.02 / 0.02 0.01 / 0.01 0.01

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STATE PROJECT #


Suite 400


www.bcwh.com

804.788.4774 phone

804.788.0986 fax

ISSUE DATE:

REVISIONS:

07/29/2016

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G101

LIFE SAFETY PLAN / LEGEND /NOTES

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236-A6236-002


1/4" = 1'-0"G1011 FIRE SAFETY PLAN

0' 4'2' 8'1'

UP

H LKJI

2

1

3' -

4"11

' - 4

"3'

- 4"

1' -

5"

42

4

2

4

4

5

1

1

3

VESTIBULE

OFFICE

E1 E2

1

1

1

11

1' -

5" ±

6' -

0" ±

17' - 3 3/4" ±

8' -

1"

WEIGHT ROOM

ELEV MACHINEROOM

ENTRY

S1

WOMEN MEN

STOR.

JAN.

TELE

PARKING STOR.

ELEC.

WATER HTR.

6

4

1

INDICATES EXISTING DOOR AND HARDWARE TO BE REMOVED,EXISTING FRAME TO REMAIN.

INDICATES EXISTING DOOR, HARDWARE AND FRAME TO BE REMOVED.

REMOVE EXISTING CONCRETE SLAB COMPLETELY. SAW CUT SLAB EDGE.SLAB REMOVAL INCLUDES COMPLETE REMOVAL OF FINISH MATERIAL INITS ENTIRETY. AREAS OF SLAB REMOVAL ARE APPROXIMATE.REFERENCE STRUCTURAL DRAWINGS FOR SLAB REPLACEMENTDETAILS.

INDICATES EXISTING PARTITION WALL TO BE REMOVED. REFER TOARCHITECTURA PLANS FOR EXACT LOCATION. WHERE EXISTING WALL ISREMOVED TO ACOMMODATE NEW DOORS, INSTALL NEW LINTEL. REFERTO STRUCTURAL DETAIL FOR LINTEL INSTALLATION.

INDICATES EXISTING WINDOW TO BE REMOVED, REFER TOARCHITECTURAL PLANS FOR LOCATION.

INDICATES EXISTING WALL TO REMAIN

DEMOLITION LEGENDGENERAL DEMOLITION NOTES1 DASHED LINES INDICATE EXISTING CONSTRUCTION TO BE REMOVED U.N.O., REMOVAL

OF PARTITIONS INCLUDES REMOVAL OF ALL ITEMS FIXED TO PARTITIONS (DOORS,CASEWORK, ELECTRICAL, PLUMBING, ETC). EXTENT OF SELECTIVE DEMOLITION SHALLBE AS REQUIRED FOR INSTALLATION OF NEW WORK. EXISTING WORK TO REMAIN, IFDAMAGED BY DEMOLITION OPERATIONS, SHALL BE REPAIRED TO MATCH ORIGINALSURFACE CONDITION OR AS INDICATED IN THE DRAWINGS.

2 PRIOR TO REMOVAL OR MODIFICATION OF WALLS OR OTHER LOAD BEARINGELEMENTS, THE ACTUAL SIZE AND LOCATION OF THE STRUCTURAL COMPONENTS ANDLOAD BEARING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR BY MEANS OFSELECTIVE DEMOLITION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEEROF ANY UNUSUAL OR HAZARDOUS CONDITION INCLUDING BUT NOT LIMITED TOCRACKS, ABSENCE OF BRACING, OR LOOSE ELEMENTS AND COMPONENTS.

3 CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AND SHORING REQUIREDTO SAFELY SUPPORT ALL LOADS AND TO MAINTAIN EXISTING FRAMING TO REMAIN INITS EXISTING LOCATION WHILE MAKING MODIFICATIONS REQUIRED UNDER THISCONTRACT.

4 REFERENCE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR REMOVAL OFALL EQUIPMENT, FIXTURES, WIRING, PIPING, ETC. ABANDONED PIPING AND CONDUITSHALL BE CAPPED IN CONCEALED LOCATIONS AFTER BEING SECURED IN PLACE.

5 TYPICAL DEMOLITION, UNLESS NOTED OTHERWISE, SHALL BE AS FOLLOWS:A WALLS/PARTITIONS: REMOVE ENTIRELY WHERE SHOWN DASHED. WHERE WALLS ARE

INDICATED TO REMAIN, REMOVE ALL ITEMS MOUNTED TO WALL. AT INTERSECTIONSOF ONE OR MORE WALLS TO BE REMOVED OR WHERE NEW DOOR AND WINDOWOPENINGS ARE CUT, REPAIR REMAINING EXPOSED MASONRY SURFACES BYTOOTHING NEW MASONRY INTO EXISTING COURSING AND/OR REPAIR SURFACE OFDRYWALL TO ACHIEVE A "AS NEW" CONDITION. WHERE FRAMES, LINTELS, ANDPORTIONS OF EXISTING MASONRY WALLS ARE TO BE REMOVED, REPAIR WALLS BYTOOTHING IN MASONRY. AT ALL LOCATIONS WHERE THIS EXISTING MASONRY ISBRICK, REPAIRS SHALL BE MADE WITH SALVAGED BRICK OR BRICK TO MATCHEXISTING TOOTHED INTO EXISTING COURSING. WHERE PARTIONS EXTEND BELOWFLOOR, REMOVE PARTITIONS TO 8" MINIMUM BELOW FLOOR AND REPAIR EXISTINGSLAB. WHERE NEW PARTITIONS ARE SCHEDULED TO BE INSTALLED AT SAMELOCATION AS REMOVED PARTITION REFERENCE STRUCTURAL DRAWINGS FORDETAILS.

B WALL BASE: REMOVE BASE MATERIAL FROM ALL WALLS/PARTITIONS INCLUDING ALLOF THOSE EXISTING TO REMAIN. PATCH EXISITNG SURFACES AS REQUIRED TORECEIVE NEW BASE MATERIAL.

C FLOORS: REMOVE IN ITS ENTIRETY U.N.O. RESILIENT FLOORING (VINYL COMPOSTIONTILE, RESILIENT SHEET FLOORING), SYNTHETIC RUBBER FLOORING, CARPET ANDMASTIC, QUARRY TILE, CERAMIC TILE AND MORTAR BED. EXISTING FLOORS TORECIEVE NEW FINISHES SHALL BE PREPARED AS REQUIRED (STRIPPING, GRINDING,FLASH PATCHING, ETC) TO RECEIVE NEW FINISHES. COORDINATE WITH FINISHSCHEDULE.

D CEILINGS AND BULKHEADS: UNLESS NOTED OTHERWISE REMOVE ALL SUSPENDEDACOUSTIC CEILINGS AND GRID SYSTEM, EXISTING DRYWALL/PLASTER CEILINGSACOUTICAL BAFFLES AND SUPPORT ITEMS.

E DOORS: WHERE BOTH DOORS AND FRAMES ARE SCHEDULED TO BE REMOVED,REMOVE DOORS, LINTELS, FRAMES AND RELATED HARDWARE. WHERE DOORS ARESCHEDULED TO BE REMOVED, REMOVE DOORS AND RELATED HARDWARE. PREPAREEXISTING TO REMAIN FRAMES TO RECEIVE NEW HARDWARE AS REQUIRED.REFERENCE DEMOLITION PLAN LEGEND AND FRAME SCHEDULE FOR EXISTING FRAMETO REMAIN.

F FURNISHINGS/EQUIPMENT: CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL THEBENCHES, SHELVING, DISPLAY CASES, AND CASEWORK. ANY OTHER FURNISHINGSAND BUILT-IN EQUIPMENT, INTERIOR OR EXTERIOR, LEFT IN PROJECT AREA AT TIMEOF TURNOVER TO CONTRACTOR SHALL BE REMOVED BY THE CONTRACTOR. ITEMS TOBE SURPLUSED BY THE OWNER SHALL BE TAGGED FOR REMOVAL AND SHALL BEREMOVED AND DELIVERED TO THE OWNER BY CONTRACTOR. CONTRACTOR SHALLPROVIDE TEMPORARY STORAGE FOR FURNISHINGS AND BUILT-IN EQUIPMENTINTENDED TO BE SURPLUSED BUT WHICH CANNOT BE RELOCATED TO A COUNTYSTORAGE AT THE TIME THE SITE IS TURNED OVER THE CONTRACTOR.

6 REMOVE THE EXISTING CONCRETE PADS FOR ALL DEMOLISHED MECHANICAL ANDELECTRICAL EQUIPMENT IN THEIR ENTIRETY. REFER TO MECHANICAL ANDELECTRICAL DRAWINGS.

7 AT ALL WALL LOCATIONS WHERE EXISTING CHASE WALL HAS BEEN REMOVED ANDTHE INTERIOR CHASE WALL IS BEING EXPOSED AND SCHEDULED TO REMAIN, REPOINTCMU AND/OR BRICK AS REQUIRED TO ACHIEVE AN "AS NEW" WALL CONDITION.

8 ALL DIMENSIONS SHOWN IN DEMOLITION PLANS ARE TO FINISHED FACE OF NEWOPENING U.N.O. CONTRACTOR TO COORDINATE EXTENT OF DEMO NECESSARY WITHNEW WORK.

9 GRIND SMOOTH AND PATCH EXISTING FLOOR WITH FLOOR LEVELING COMPOUND ANDAS REQUIRED IN ALL AREAS WHERE ADJACENT SLABS ARE NOT LEVEL AFTERREMOVAL OF WALLS. PREPARE FOR INSTALLATION OF NEW FINISHES.

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Suite 400


www.bcwh.com

804.788.4774 phone

804.788.0986 fax

ISSUE DATE:

REVISIONS:

07/29/2016

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AD101

DEMOLITION FLOOR PLAN /LEGEND / NOTES

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1/4" = 1'-0"AD1011 DEMOLITION FLOOR PLAN

0' 4'2' 8'1'

SHEET KEYNOTES

1 REMOVE EXISTING LAYER OF GPDW IN ITS ENTIRETY - REFER TO PARTITION TYPESAND A101.

2 REMOVE STEEL SUPPORTS FOR CEILING MOUNTED TOILET PARTITIONS IN THEIRENTIRETY.

3 REMOVE EXISTING FIRE EXTINGUISHER CABINET IN ITS ENTIRETY - PATCH WALLPER DEMOLITION NOTE 5A AS REQURED TO MATCH ADJACENT SURFACES.

4 REMOVE EXISTING LOCKERS IN THEIR ENTIRETY.5 REMOVE WOOD SHELVING IN ITS ENTIRETY.6 EXISTING STORM PIPE TO REMAIN - REFER TO PLUMBING DRAWING AND A101

ABBREVIATION LEGENDoppositeopen web steel joistopposite handoutside diameteroveralloverhead

pressure treatedpaintpaintedpavementpairperimeterplasterplastic laminateplateplywoodpolyvinyl chlorideporcelain floor tileporclien paver tileporclien tile basepounds per cubic footpounds per lineal footpounds per square footpounds per square inchprecast

quarry tile

riserreturn airradiusroof drainreinforced concrete piperesilient athletic flooringreference (refer)receptaclereflect (ed)refrigeratorreinforcedrequiredresilientright handroundroomrain leaderrough openingrubber baserubber flooring

rubber tileresilient urethane flooring

susp. acoust. clg. tilesealedschedulestatic dissipative tilesplit face CMUsealantslopedsectionstructural glazed face tilesheetsheet membranewaterproofingsheet vinylsimilarsolid coresouthsmooth face cmuspecificationspray fire proofingsquarestandardsound transmission classsteelstoragestructuresymmetry (ical)suspendedsystem

telephonetelevisiontemperedterrazzothickthresholdtongue and groovetop of curbtop of pavementtreadtop of wallthrough-wall flashingtypical

undercutunfurnishedunless noted otherwiseurinal

labellaminatelavatoryleft handlinoleumlinoleum tilelengthlightlight weightlinear footlive load

manholemanufacturermasonrymasonry openingmetalmaximummechanicalmediummembermaterialmetermillimeterminimummirrormiscellaneousmodularmounted

naturalnoise reduction coefficientnominalnorthnot in contractnot to scalenumber

overon centerowner furnishedofficeopposite handopeningoppositeopen web steel joistopposite handopening

VVB

VERTVEST

VCTVIF

VWCVNT RB

WWH

WOCWP

WWFW

WTWNW/

W/OWDWC

aboveabove finish flooracoustical tileacoustic (al)aluminum composite metal panelarea drainadjacentair handling unitaluminumanchor boltappliedapproximatearchitectural precast concreteabuse resistant gypsum drywallathletic wood flooring

bearingbelowbuildingbuilding expansion jointblockblockingboardbeambio-based tilebottom of deckbottombrickbetweenbuilt up roofingbottom of wall

carpetcarpet tilecast ironcement boardcementious coated soffitceilingcentercementious urethane flooringceramic tileceramic wall tilechisel face CMUcircleclear (ance)closetclean outcolumncompositioncomposite metal panelconcrete

AABVAFFACTACC

ACMPAD

ADJAHU

ALUMAB

APPDAPPROX

APCAR GPDW

AWD

BBRGBEL

BLDGBEJBLK

BLKGBDBM

BBTB.O.D.BOTT

BRKB/T

BURBW

CCPT

CPTTCI

CBCCSCLGCTRCUF

CTCWT

CF CMUCIRCLR

CLOSCO

COLCOMP

CMPCONC

concrete masonry unitconstructioncontinuous or continuecontract limit linecontrol jointcorner guardcorridorcourse (s)cubic feetcubic yard

departmentdetaildiameterdimensiondispenserdivisiondoordoubledouble hungdowndownspoutdrawingdrinking fountain

eacheastexpansion jointelectric (al)electric water coolerelevationemergencyenclosureepoxy paintequipmentedge of slabestimateexhaustexistingexisting dimensionexisting to remainelevatorexposedexterior

face of concreteface of masonryface of studsfinish floorfixtures, furnishings & equipment

CMUCONST

CONTCLL

CJCG

CORRCRS

CFCY

DDEPT

DTLDIAM

DIMDISP

DIVDR

DBLDHDNDS

DWGDF

EEA

EEJ

ELECEWCELEV

EMERENCL

EPEQUIP

EOSESTEXH

EXIST(E)

ETREL

EXPEXT

FFOCFOMFOS

FFFFE

finish (ed)fixturefan coil unitfire extinguisherfire extinguisher cabinetfire alarmflashingfloor (ing)floor drainfluorescentfire treatedfoot or feetfooting

gaugegalvanizedgeneral contract (contractor)general contractor furnishedglass/glazingglass blockglazed concrete masonry unitgradeground face CMUgypsum drywall

hardwarehardwoodhandicapheatingheating ventilating air conditioningheighthollow metalhorizontalhose bibhour

includeinside diameterimpact resistant gypsum boardinsulationinterior

janitor closetjointjoist

kitchen

FINFIXTFCU

FEFEC

FAFLASH

FLRFD

FLUORFR TRTD

FTFTG

GGA

GALVGC

GCFGL

GLBGCMU

GRGFCMUGPDW

HHDW

HDWDHC

HTGHVAC

HGTHM

HORZHBHR

IINCL

IDIR-GPDW

INSULINT

JJAN

JTJ

KKIT

LLBLLAMLAV

LHLIN

LINTL

LTLT WT

LFLL

MMH

MFRMASMO

MTLMAX

MECHMEDMBR

MATLM

MMMINMIR

MISCMODMTD

NNATNRCNOM

NNICNTSNO

OO/

OCOF

OFFOH

OPNGOPP

OWSJOH

OPNG

OPPOWSJOPPH

ODOAOH

PPT

PNTPTD

PVMTPR

PERIMPLASPLAM

PLPLYWD

PVCPFTPPTPTBPCFPFLPSFPSIPC

QQT

RR

RARAD

RDRCPRAFREF

RECEPRFL

REFRREINF

REQRESIL

RHRND

RMRLRORBRF

RBTRUF

SSACT

SLDSCHED

SDTSFCMU

SLNTSLPDSECTSGFT

SHTSMWP

SVSIMSC

SSMCMU

SPECSFPSQ

STDSTCSTL

STORSTRUCT

SYMSUSP

SYS

TTELTV

TEMPTERTHKTHRT&G

TCTP

TTOWTWFTYP

UUC

UNFU.N.O.

UR

vapor barrierverticalvestibulevinyl composite tileverify in fieldvinyl wall coveringvented rubber base

wall hydrantwalk off carpetwaterproofingwelded wire fabricwestweightwindowwithwithoutwoodwallcovering

____A101

1SIM

101

1t

DETAILINDICATOR

INTERIOR ANDEXTERIORELEVATION

ELEVATIONDATUM

REVISION CLOUDAND INDICATOR

DOORNUMBER

WINDOW ANDLOUVER TYPE

BUILDING SECTIONINDICATOR

NameElevation

PARTITION/ WALLTYPE

ROOM IDENTIFIERWITH OPTIONAL AREA

0EXISTINGCOLUMNGRID

1 View Name1/8" = 1'-0"A101

DRAWING TITLE

NORTH ARROW

RA- 0

1A101

SIM______________

A101

1 Ref

1

Ref

1 Ref

1

Ref

ROOF ASSEMBLYTYPE

Room name101

150 SF

1

CENTER LINE

SHEET KEYNOTE

FLOORPATTERNDIRECTION

CEILING TYPE /CEILING HEIGHT TAG A.F.F.

9'-7"SACT-x

1

1A101

SIM______________WALL SECTION

INDICATOR

ACCENT WALLP11hr

SAMPLE

CONTROL JOINT LOCATION

ARCHITECTURAL SYMBOLS

PNT-xx

ALUMINUM

BATT INSULATION

CONCRETE MASONRY UNIT (CMU)

CONCRETE

EARTH/ COMPACTED FILL

BRICK (COMMON OR FACE)

GYPSUM DRYWALL

FINISH WOOD

PLYWOOD

POROUS FILL

RIGID INSULATION

SAND/ MORTAR/GROUT/ PLASTER

STEEL

WOOD BLOCKING

WOOD FRAMING

ARCHITECTURAL MATERIALS

TA01TOILET TISSUE

DISPENSER

TA05COMBINATION

TOWEL/ WASTERECEPTACLE

TA06SOAP

DISPENSER

TA0718"

GRAB BAR

TA08/ TA0936"/ 42"

GRAB BAR

TA10SANITARY

NAPKINDISPOSAL

2' -

3"3' -

0"

2' -

7"

2' -

4" 3' -

9"

3' -

4"

TOILET BATH LAUNDRY ACCESSORY MOUNTING HEIGHTS REFER TO SPECIFICATION SECTION 10 2800

1 THE FOLLOWING TOILET ACCESSORIES NUMBERS ARE NOT USED: TA02, TA03, TA04,TA11, TA13, TA14, TA19, TA20

2 PROVIDE BLOCKING AT PARTITIONS FOR SUPPORT OF TOILET ACCESSORIES

TA1224 x 48

MIRROR

TA15CLOTHES

HOOK

TA18FOLDING SHOWER

SEAT

4' -

0"

18" AFF WITH SEATIN OPEN POSITION

3' -

4"

3 TOILET ACCESSORY TA23 (SHOWER CURTAIN) REFERENCE SPECIFICATION

TA21MOP/ BROOM HOLDERWITH UTILITY SHELF

4' -

0"TA22

SHOWER GRAB BAR

3' -

0"

TA24SHOWER CURTAIN ROD

6' -

6"

PARTITION TYPES 1"=1'-0"

• EXISTING CONSTRUCTION• AIR SPACE (SEE PLAN)• 3 5/8" METAL STUD TO 8" ABOVE FINISH CEILING -

SUPPORT BACK TO EXTG CONSTRUCTION AT MID-SPAN• 1/2" GPDW• 5/8" GPDW WITH ABUSE RESISTANT GPDW TO 8'-0" AFF

S4c

• EXISTING CONSTRUCTION• 1" AIR SPACE• 2-1/2" METAL STUD TO 8" ABOVE FINISH CEILING -

SUPPORT BACK TO EXTG CONSTRUCTION AT MID-SPAN• 5/8" GPDW WITH ABUSE RESISTANT GPDW TO 8'-0" AFF

S3a

• EXISTING CONSTRUCTION• 1" AIR SPACE• 3 5/8" METAL STUD TO 8" ABOVE FINISH CEILING -

SUPPORT BACK TO EXTG CONSTRUCTION AT MID-SPAN• 5/8" GPDW WITH ABUSE RESISTANT GPDW TO 8'-0" AFF

S4b

• 3 5/8" METAL STUD W/ SOUND ATTENUATION BLANKET• 5/8" GPDW

S4a

• EXISTING WALL CONSTRUCTION• EXISTING 2-1/2" METAL STUD FRAMING• 5/8" GPDW

S3b

GENERAL NOTES - PARTITION TYPES

• 5/8" GPDW• 3 5/8" METAL STUD• 1/2" GPDW (FOR REVEALS)• 5/8" GPDW

S4d

• EXISTING WALL CONSTRUCTION• EXISTING 2-1/2" METAL STUD• 1/2" GPDW• 5/8" GPDW WITH ABUSE RESISTANT GPDW TO 8'-0" AFF

S3c

1. UNLESS OTHERWISE NOTED - ALL INTERIOR PARTITIONS SHALL BE S42. UNLESS OTHERWISE NOTED ALL PARTITION TYPES TO EXTEND TO UNDERSIDE OF ROOF

DECK / STRUCTURE ABOVE. PROVIDE DEFLECTION TRACKS OR CLIPS FOR ALL INTERIORPARTITIONS ABUTTING STRUCTURE AND DECK ABOVE.

3. PROVIDE ABUSE RESISTANT GPDW WHERE NOTED ON PARTITION TYPES WITH THEEXCEPTION OF LOCATIONS WITH LOCKERS, USE GPDW.

• 5/8" GPDW WITH ABUSE RESISTANT GPDW TO 8'-0" AFF• 3 5/8" METAL STUD W/ SOUND ATTENUATION BLANKET• 5/8" GPDW WITH ABUSE RESISTANT GPDW TO 8'-0" AFF

S4

2' - 6"

1' - 3"1' - 6"

3' -

6"1'

- 0"

TA08

TA09

TA01

TA07

TA06

TA12

TA05

3' -

6"

7 7/

8"

3' - 0" 6"

8"

4' -

0"

TA21

MOP SINK -REF PLUMBING

TURN

ING R

ADIU

S

R 2'

- 6" (

D 5'-

0")

TA08

TA01

TA10

TA09 TA09

TA01

TA07TA07TA07

TA09

TA01

5' - 0" CLR5' - 0 1/2"

3' - 0" CLR3' - 1"

2' - 10" CLR2' - 11"

3' - 0" CLR2' - 11 1/2"

5' -

1"

3' -

1"3'

- 0"

6' -

1"

TA23

TA22

TA07

TA18

3' - 0" CLR.

3' -

0"

3' x 4' CLR AREA

6' -

0"

TA23 / TA24

A001 4

3' -

0"

3' -

4"

4"

TA22

TA07

TA18

TA23 / TA24

EX SLABON GRADETO REMAIN

SAW- CUT TOP 1" OFEXISTING SLAB ON GRADEBEFORE DEMOLISHING SLAB NEW 4" NORMAL WEIGHT

CONCRETE SLAB ON GRADEWITH 6X6-W1.4XW1.4 WWF ATMID-DEPTH, OVER 4" POROUSFILL

TYPICAL NEW SHOWERFLOOR SLAB WITH SLOPE3/4"=1'-0"

4"

4" POROUS FILL

4"

4" 8"

SLOPE TO DRAIN.REFER TO ARCH PLANFOR LOCATION ANDSLOPE

#4 X 1'-0" AT 24" OC AROUNDPERIMETER OF OPENING.EPOXY 6" INTO EXISTINGSLAB

SLAB ONGRADE TOREMAIN

SAW- CUT TOP 1" OFEXISTING SLAB ONGRADE BEFOREDEMOLISHING SLAB

NEW 4" SLAB ON GRADEWITH 6X6-W1.4XW1.4 WWFAT MID-DEPTH, OVER 4"POROUS FILL

TYPICAL SLAB-ON-GRADEREPAIR DETAIL3/4"=1'-0"

4" 8"

4"

TYPICAL SECTION ATREMOVED EXISTING WALL3/4"=1'-0"

CONCRETE SLAB INFILLAT REMOVED EXISTINGWALL

4" TYP4"

MIN

1'-4"

SUPPORT WIRE MESHWITH CONT SLABBOLSTERS AT 4'-0" OCMAX, TYPICAL

1'-4"

± - F

IELD

VERI

FY

SHOP DRAWINGS: THE CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL,CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL REQUIREMENTS WITH THESTRUCTURAL DRAWINGS. PROMPTLY NOTIFY THE ARCHITECT OF ANYDISCREPANCIES OR OMISSIONS.

THE CONTRACTOR SHALL VERIFY ALL ROOF OPENING SIZES AND LOCATIONS, WITHARCHITECTURAL AND MECHANICAL DRAWINGS AND REVIEWED SHOP DRAWINGS.

3.

ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE VIRGINIA UNIFORMSTATEWIDE BUILDING CODE (VUSBC), EFFECTIVE JULY 14, 2014.

A. NEW CONSTRUCTION- PART 1 OF VUSBC- "VIRGINIA CONSTRUCTION CODE"

1. ADOPTION OF CHAPTERS 2-35 OF 2012 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC) WITH VIRGINIA AMMENDMENTS.

B. RENOVATION/ ALTERATION- PART II OF THE VUSBC- "VIRGINIAREHABILITATION CODE"

1. ADOPTION OF CHAPTERS 2-15 OF THE 2012 OF THE INTERNATIONAL EXISTING BUILDING CODE (IEBC) WITH VIRGINIA AMMENDMENTS.

a. CLASSIFICATION OF WORK FOR THIS PROJECT= ALTERATION-LEVEL 3

NO LOADS IN EXCESS OF THE DESIGN LIVE LOADS LISTED SHALL BE IMPOSED UPONANY AREA DURING CONSTRUCTION, UNLESS ADEQUATE SHORING OR OTHER MEANS ISPROVIDED TO SUPPORT THE EXCESSIVE LOADS.

IF ANY CHANGES ARE MADE IN WEIGHT AND/OR LOCATION OF POINTS OF SUPPORT OFEQUIPMENT, THE CONTRACTOR SHALL FURNISH DETAILS OF CHANGES TO THEARCHITECT FOR REVIEW AND NECESSARY MODIFICATIONS.

TEMPORARY BRACING, GUY WIRES, SHORING, ETC., SHALL BE USED AS NECESSARY TORESIST ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED DURINGCONSTRUCTION, INCLUDING EQUIPMENT AND ITS OPERATION.

THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THEBUILDING IS FULLY COMPLETED. THE ERECTION PROCEDURE AND SEQUENCEINCLUDING THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING,TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

DRAWINGS DO NOT SHOW ALL OPENINGS, COORDINATE WITH MECHANICAL DRAWINGS.VERIFY SIZES AND LOCATIONS OF ALL OPENINGS WITH MECHANICAL.

REFER TO ARCHITECTURAL DRAWINGS FOR WATERPROOFING DETAILS.

THE ENGINEER SHALL NOT HAVE THE AUTHORITY OR RESPONSIBILITY TO SUPERVISEOR DIRECT THE CONSTRUCTION WORK.

ALL SECTIONS AND DETAILS, WHETHER EXPLICITLY CUT ON PLAN OR NOT, SHALL BECONSIDERED TYPICAL AND SHALL APPLY AT SIMILAR CONDITIONS.

INFORMATION REGARDING STRUCTURAL MEMBERS INDICATED TO BE EXISTING WASOBTAINED FROM LIMITED AVAILABLE EXISTING DRAWINGS. ACTUAL CONDITIONS MAYDIFFER FROM THAT WHICH IS INDICATED. IF THE CONTRACTOR UNCOVERS EXISTINGCONDITIONS THAT DIFFER FROM THAT WHICH IS INDICATED ON PLAN, THECONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER OFRECORD OF THE DISCREPANCY IN ORDER THAT THE CONDITION MAY BE RESOLVED.

FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO THECONSTRUCTION AND FABRICATION OF ANY NEW STRUCTURAL MEMBERS.

ADDITIONS AND ALTERATIONS TO THE EXISTING BUILDING DO NOT INCREASE THEDEMAND/CAPACITY RATIO OF ANY EXISTING STRUCTURAL LATERAL FORCE RESISTINGELEMENT BY MORE THAN 10%; THEREFORE, AN ENGINEERING EVALUATION ANDANALYSIS OF THE ALTERED EXISTING STRUCTURE IS NOT REQUIRED.

1.DESIGN LOADS AND PARAMETERS

A. BUILDING RISK CATEGORY (TABLE 1604.5)

CATEGORY II

B. LIVE LOADS

ROOF 20 PSFFLOOR 50 PSF + 15 PSF PARTITIONSLOBBIES (MAIN FLOOR) 100 PSF

LIVE LOAD REDUCTION ( NOT USED)ROOF LIVE LOAD REDUCTION (NOT USED)

C. SNOW LOADS

Pg=20 PSF (GROUND SNOW)Ce=1.0 (SNOW EXPOSURE FACTOR)Ct=1.0 (THERMAL FACTOR)Is=1.0 (SNOW LOAD IMPORTANCE FACTOR: ASCE 7-10 TABLE 1.5-2)Pf (SNOW LOAD FOR LOW-SLOPE ROOF)=0.7X(Ce)X(Ct)X(Is)X(Pg)

Pf=0.7X1.0X1.0X1.0X20 = 14.0 PSFRAIN-ON-SNOW SURCHARGE (LOW-SLOPE ROOFS ONLY WHERE

Pg<= 20 PSF)= 5.0 PSFTOTAL (LOW-SLOPE ROOF) = 14.0 PSF + 5.0 PSF = 19.0 PSFMINIMUM PF (LOW-SLOPE ROOF WHERE PG<= 20.0 PSF) =

Pm=(Pg)X(Is) = 20.0X1.0 = 20.0 PSFUSE 20 PSF MINIMUM

D. WIND LOADS

Vult=115 MPH (BUILDING RISK CATEGORY: II ) (BASIC WIND SPEED: 3-SECOND GUST)Vasd = 89 MPHEXPOSURE CKd=0.85 (WIND DIRECTIONALITY FACTOR)Kzt=1.0 (TOPOGRAPHIC FACTOR)Gcpi=±0.18 (ENCLOSED BUILDING)

WIND LOAD DETERMINATION BY:ASCE 7-10, CHAPTERS 26 - 30 (DIRECTIONAL PROCEDURE)

4.

SPECIAL INPECTIONS ARE NOT REQUIRED FOR "WORK OF A MINOR NATURE", PEREXCEPTION 1 OF VCC SECTION 1704.1. CONFIRMATION BY THE BUILDING OFFICIAL ISREQUIRED.

2.

E. SEISMIC LOADS

Ie=1.0 (ASCE 7-10 TABLE 1.5-2)SEISMIC SITE CLASS = D (ASSUMED)

Ss=18.8%G Sms=(Fa)X(Ss)=(1.60)X(18.8) = 30.1%GS1=6.2%G Sm1=(Fv)X(S1)=(2.40)X(6.2) = 14.9%GFa=1.60 Sds=(2/3)X(Sms) = 20.1%GFv=2.40 Sd1=(2/3)X(Sm1) = 9.9%G

SEISMIC DESIGN CATEGORY = B

BASIC STRUCTURAL SYSTEM:MOMENT-RESISTING FRAME SYSTEMS

SEISMIC- FORCE- RESISTING SYSTEM:ORDINARY REINFORCED CONCRETE MOMENT FRAMES

R= (RESPONSE MODIFICATION FACTOR) = 3Wo= (SYSTEM OVERSTRENGTH FACTOR) = 3Cd= (DEFLECTION AMPLIFICATION FACTOR) = 2.5

ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE METHODCs = 6.7% G

FOUNDATIONS FOR THIS STRUCTURE ARE SPREAD FOOTINGS BEARING ON EITHER VIRGINSOIL OR CONTROLLED COMPACTED FILL WITH AN ASSUMED SOIL BEARING CAPACITY OF2,000 PSF.

5.

ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-10"SPECIFICATIONS FOR STRUCTURAL CONCRETE" AND ACI 318-11 "BUILDING CODEREQUIREMENTS FOR STRUCTURAL CONCRETE".

f'c=3000 PSI (ALL OTHER CONCRETE)ASTM A615 GRADE 60 (TYPICAL REINFORCING STEEL)ASTM A1064 (PLAIN WELDED WIRE FABRIC - USE FLAT SHEETS ONLY)

6.

GENERAL STRUCTURAL NOTESPA

TH &

FIL

ENAM

E:PL

OTT

ING

DAT

E &

TIM

E:

DRAWN BY:

PROJECT MANAGER:

PROJECT NUMBER:

SHEET TITLE:

SHEET NUMBER:

STATE PROJECT #


Suite 400


www.bcwh.com

804.788.4774 phone

804.788.0986 fax

ISSUE DATE:

REVISIONS:

07/29/2016

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A001

LEGENDS, SYMBOLS,ABBREVIATIONS

CH | LI

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2015.56


236-A6236-002


1/2" = 1'-0"A001ENLARGED PLAN - TOILET 1061

1/2" = 1'-0"A001ENLARGED PLAN - SHOWER / TOILET3

1/2" = 1'-0"A001ENLARGED PLAN - ADA SHOWER2

0' 2'1' 4'6" 0' 2'1' 4'6"0' 2'1' 4'6" 1/2" = 1'-0"A001SHOWER CONTROLS4

0' 2'1' 4'6"

FEC-1

REF.

F BF BF BF BF B

F

B

F

B

F

B

F

B

17' - 3 1/8" +/- 20' - 7 3/4"

45' -

1"

12' -

8"

1' -

1"

A8012

1

A801

4

3

A801

H LKJI

2

1

TELEE162

PARKING STORE158

ELECE156

WATER HTRE155

BASEBALLLOCKER RM

113

COACH LOCKERS112


110

STORAGE110A

TOILET114

SHOWER114A

STORAGE103

LOUNGE104

VESTIBULEC1

OFFICE102

ELEV MACHINERME152

ENTRYE150

S1E175

ATHLETICTRAINING

115

WOMENS TOILET106

JANITOR107

ELECTRICAL109

STOR.107A

113A

114

110A

113B

110

107

103 102

109

106

112A

117A

117B

112B

24' - 7" 13' - 0 1/8" 17' - 0"

1' - 8 1/8" ±

3' - 0"

6' - 10" 5' - 5"

1' -

0"15

' - 7

"5'

- 4"

11' -

11"

9' -

7"

2' - 4" 4' - 6" 5' - 6" 3' - 6" 7' - 4"

1' -

9"7'

- 10

"1'

- 1"

8' -

1"

12' -

2"

11"

A801 5

E1 E2

11' -

3"

A801

6

S3a

S4a

S4a

S4a

S4a

S3b

S4a

S4a

S4a

S3b

S4c

S4b

S4b

S4b

A801

9

8

5' -

4"7'

- 4"

HC

3' - 0" 3' - 1" 3' - 1"

2' -

8"

8' - 0"5'

- 5"

A801

7

A001A1011

A001A1013

1

1

2' -

0"

3

2

1

1

MECHE154

(8) TYPE A

(7) T

YPE

A(5

) TYP

E A

(6) TYPE A

(7) T

YPE

A(7

) TYP

E A

(6) T

YPE

B

(13)

TYP

E B

(5) TYPE B

(5) TYPE B

(8) T

YPE

C

10

107A

S3c

S3c

S3c

S4d

2' - 5"

TA05

S3b

5 5

S3b

A001A1012

4

2' -

9"3"

2' -

9"6

8

7

3' - 7"

9

17' - 0"

10

10

10

T

11

115

12

12

13

6' -

0"

14

PLFE

PLFE

14

PLFE

PLFE

PLFE

HC HC8"

DOOR & FRAME TYPES 1/4"=1'-0"

DO

OR

SC

H.

REF DR SCH

REF

TYPE: F

DO

OR

SC

HR

EF

2"

2"DR SCH

REF 2"

DO

OR

SC

HR

EF

4"

2"DR SCH

REF 2"

TYPE: 1 TYPE: 2

8 1/4"

4"

2"

8 1/4"

H1

J1

H2

J2

HOLLOW METAL DETAILS 1 1/2"=1'-0"

6" HOLLOW METALFRAME

SEALANT ALLSIDES, TYPICAL

RATED PARTITION

HOLLOW METALFRAME


PARTITION TYPE S4b

2"

6"

2"

H3

J3

6 1/2" HOLLOW METALFRAME


PARTITION TYPE - S4d

2"

6 1/

2"

2"

PATH

& F

ILEN

AME:

PLO

TTIN

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& TI

ME:

DRAWN BY:

PROJECT MANAGER:

PROJECT NUMBER:

KEY PLAN:

SHEET TITLE:

SHEET NUMBER:

STATE PROJECT #


Suite 400


www.bcwh.com

804.788.4774 phone

804.788.0986 fax

ISSUE DATE:

REVISIONS:

07/29/2016

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A101

OVERALL FLOOR PLAN

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2015.56


236-A6236-002


GENERAL SHEET NOTES

1/4" = 1'-0"A1011 FLOOR PLAN

0' 4'2' 8'1'

SHEET KEYNOTES

DOOR SCHEDULE

MARKDOOR FRAME OTHER

REMARKS MARKWIDTH HEIGHT TYPE MATL GLASS TYPE MATL HEAD JAMB GLASS LABEL HDW COLOR

102 3' - 0" 7' - 0" F Wood 1 HM H1 J1 - - 7 102103 3' - 0" 7' - 0" F Wood 1 HM H1 J1 - - 5 3 103106 3' - 0" 7' - 0" F Wood 1 HM H3 J3 - - 8 PNT-02 106107 3' - 0" 7' - 0" F Wood 1 HM H3 J3 - - 5 107

107A 3' - 0" 7' - 0" F Wood 2 HM H2 J2 - 5 107A109 3' - 0" 7' - 0" F Wood 2 HM H2 J2 - 5 109110 3' - 0" 7' - 0" F Wood 1 HM H1 J1 - - 4 PNT-03 3 110

110A 3' - 0" 7' - 0" F Wood 1 HM H1 J1 - - 6 110A112A 3' - 0" 7' - 0" F Wood 1 HM H1 J1 - - 3 PNT-03 3 112A112B 3' - 0" 7' - 0" F Wood 1 HM H1 J1 - - 9 112B113A 3' - 0" 7' - 0" F Wood 1 HM H1 J1 - 4 PNT-03 3 113A113B 3' - 0" 7' - 0" F Wood 1 HM H1 J1 - - 10 113B114 3' - 0" 7' - 0" F Wood 1 HM H1 J1 - - 10 114115 F 2 2 / 4 115

117A PR EXTG - 1 117A117B PR EXTG - 1 / 3 117B

1 OWNER PROVIDED / OWNER INSTALLED WALL MOUNTED MONITOR (REFER TOELECTRICAL) PROVIDE 5/8" FIRE TREATED PLYWOOD BTWN STUDS FOR MOUNTING -COORDINATE EXACT LOCATION WITH ARCHITECT/OWNER IN FIELD.

2 SLOPE FLOOR 1/4" PER FOOT TO TRENCH DRAIN - REFER TO PLUMBING DRAWINGS3 WALL MOUNTED SHELF (QTZ-01) AT 30" AFF. PROVIDE SHELF SUPPORT (PER 06 4116) AT

36" O.C. HORIZONTALLY.4 INFILL S4 WALL PARTITION (ABUSE RESISTANCE GPDW 5/8" ON BOTH SIDES) IN EXISTING

HOLLOW METAL FRAME - ALIGN PARTITION FINISH WITH FACE IN ELECTRICAL (107A)SIDE.

5 EXISTING HIGH WINDOW TO REMAIN - PROVIDE 50% FROSTED FILM ON SURFACE 4(TYPICAL TWO WINDOWS ALONG THIS ELEVATION) INFILL WINDOW OPENING WITH 6"METAL STUD AND R-19 BATT INSULATION

6 FLOOR DRAIN WITH 1/4" PER FOOT SLOPE (2' X 2') REFER TO A301 FOR FLOOR TILELAYOUT

7 3/8" TEMPERED GLAZING - HEAD TO BE ACOUSTICAL CEILING PARTITION CHANNEL (REFA201 SHEET NOTES) AND SILL TO BE STAINLESS STEEL CHANNEL (REFER TO A101DETAILS)

8 EXISTING STORM PIPE WRAP WITH PARTITION TYPE S4a AS TIGHT AS POSSIBLE - STOPPARTITION 6-INCHES ABOVE FINISH CEILING - DETERMINE EXACT LOCATION IN FIELD

9 VERTICAL CHASE FOR RETURN DUCT WORK WRAP WITH PARTITION TYPE S4a AS TIGHTAS POSSIBLE; STOP PARTITION 6-INCHES ABOVE CEILING - REFER TO MECHANCIALDRAIWNGS

10 ADA BENCH WITH BACK (42" W x 20" D x 17" H) PER ADA-2010 90311 OWNER FURNISHED / OWNER INSTALLED REFRIGERATOR12 MOBILE STORAGE SHELVING - REF. SPECIFICATIONS13 RETURN GPDW LAYER BACK TO FACE OF EXISTING CMU14 PLAM CLOSURE PANEL - MATCH HEIGHT AND PROFILE OF LOCKER - CONTINUE LED

RIBBON LIGHT AT BASE.

A. REFER TO A001 FOR PARTITION TYPES AND PARTITION GENERAL NOTES.B. REFER TO A801 FOR ELEVATIONS AND DETAILS OF ALL LOCKER TYPES.C. ABBREVIATION "PLFE" REFERS TO 'FINISHED END' ON LOCKERS - PROVIDE ADDITIONAL

3/4" PLAM PANEL TO END OF LOCKER CABINET - REFER TO A801 FOR ADDITOINAL NOTES.

1. PROVIDE FROSTED FILM ON EXISTING DOORS AND ALL SIDELIGHTS2. ALARMED PANIC DEVICE3. BIOMETRIC ACCESS CONTROL4. EXISTING ALUMINUM STOREFRONT DOOR AND FRAME.

DOOR SCHEDULE NOTES

H LKJI

2

1

A.F.F.10' - 9"

SACT-01

A.F.F.10' - 9"

SACT-01

A.F.F.10' - 9"

SACT-01

A.F.F.10' - 0"

SACT-03

A.F.F.10' - 9"

SACT-01

A.F.F.10' - 9"

SACT-01

A.F.F.10' - 9"

SACT-01

A.F.F.8' - 0"

SACT-02

A.F.F.8' - 6"

SACT-02

A.F.F.8' - 0"

SACT-03A.F.F.12' - 0"

SACT-01

A.F.F.12' - 0"

SACT-01

A.F.F.12' - 0"

SACT-01

A.F.F.12' - 0"

SACT-01

SHOWER114A

TOILET114

STORAGE110A


110

COACH LOCKERS112

BASEBALLLOCKER RM

113

LOUNGE104

STORAGE103

VESTIBULEC1

OFFICE102

ELEV MACHINERME152

ENTRYE150

S1E175

ATHLETICTRAINING

115

WOMENS TOILET106

JANITOR107

ELECTRICAL109

STOR.107A

TELEE162

PARKING STORE158

ELECE156

WATER HTRE155

ETR

ETR

ETR

ETR

ETR

ETR

ETR

EQ. 3" 18' - 6" 3" EQ.

EQ.

6"10

' - 0

"3'

- 0"

13' -

0"

3' -

0"10

' - 0

"5

3/4"

EQ.

EQ. 3" 11' - 6" 3 1/8" EQ.

2' -

0"2'

- 0"

3' -

0"10

' - 0

"3'

- 0"

10' -

0"

3' -

0"10

' - 0

"

A.F.F.8' - 0"

SACT-02

A.F.F.8' - 6"

SACT-03

A.F.F.8' - 6"

SACT-02

A.F.F.9' - 0"GPDW

A.F.F.10' - 0"GPDW

A.F.F.8' - 2"GPDW

A.F.F.8' - 2"GPDW

A.F.F.9' - 0"GPDW

A.F.F.8' - 6"GPDW

A.F.F.9' - 0"GPDW

A.F.F.11' - 9"GPDW

A.F.F.11' - 9"GPDW

A.F.F.11' - 9"GPDW

A.F.F.10' - 6"GPDW

E1 E2

A.F.F.8' - 2"GPDW

A.F.F.9' - 0"GPDW

A.F.F.9' - 0"GPDW

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

A.F.F.10' - 6"GPDW

A.F.F.10' - 6"GPDW

PNT-04

PNT-04

PNT-04

PNT-01

PNT-04

PNT-04

PNT-01

PNT-02

PNT-01

PNT-04

PNT-04

PNT-04

PNT-04

PNT-04PNT-01

PNT-04

PNT-04

PNT-01

PNT-05

10' - 0" 4"

A.F.F.9' - 0"GPDW

EQ.

2"7'

- 10

"3'

- 0"

7' -

10"

2"EQ

.

1' - 6" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 1' - 9 7/8"

3' -

0"1'

- 6"

1' -

1"

EQEQ

EQ1'

- 0

1/2"

1' -

0"

EQ EQ

1' -

4"

2

2

3

3

5

4

3

1

A.F.F.9' - 0"GPDW2' - 0"

A.F.F.8' - 0"

SACT-02

A.F.F.8' - 0"

SACT-02

EQ

EQ

2' - 0"

6

OS

OS

OS OS

OS

OS

OS OS

OS

SACT-03 : 2' x 2' ACOUSTICAL CEILING PANEL



GPDW ON GRID SUSPENSION SYSTEM - REF SPEC 092216

2' X 4' RECESSED FLOURSCENT

6" DOWNLIGHT

RECESSED PERIMETER LED

LED EGRESS LIGHT (ARROW INDICATES EXIT DIRECTION)

CEILING LEGEND

RETURN REGISTER (CEILING MOUNTED)

SUPPLY REGISTER (CEILING MOUNTED)

OCCUPANCY SENSOROS

CONTROL JOINT IN GPDW

PATH

& F

ILEN

AME:

PLO

TTIN

G D

ATE

& TI

ME:

DRAWN BY:

PROJECT MANAGER:

PROJECT NUMBER:

KEY PLAN:

SHEET TITLE:

SHEET NUMBER:

STATE PROJECT #


Suite 400


www.bcwh.com

804.788.4774 phone

804.788.0986 fax

ISSUE DATE:

REVISIONS:

07/29/2016

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:31:

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A201

REFLECTED CEILING PLAN

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236-A6236-002


1/4" = 1'-0"A2011 REFLECTED CEILING PLAN

0' 4'2' 8'1'

SHEET KEYNOTES1 ALIGN EDGE OF GPDW SOFFITS WITH EDGE OF WALL.2 ACOUSTIC CEILING TRANSITION MOULDING TO GPDW - REFER TO SPECIFICATIONS.3 OWNER PROVIDED, OWNER INSTALLED MONITOR ON POLE MOUNTED SUPPORT

(INSTALLED BY GC) REFER TO SPECIFACTION.4 DASHED LINE OF CABINET AT UNDERSIDE OF CEILING - REFER TO INTERIOR

ELEVATIONS AND DETAILS.5 ACOUSTIC CEILING GLASS PARTITION CHANNEL - CENTER ON PARTITION - REFER TO

SPECIFICATIONS.6 EXISTING SLIT SYSTEM INDOOR CEILING CASSETTE. REF MECHANICAL DRAWINGS.

UPUPUP

H LKJI

2

1

BASEBALLLOCKER RM

113

COACH LOCKERS112


110

STORAGE110A

STOR.107A

ELECTRICAL109

JANITOR107

ATHLETICTRAINING

115

OFFICE102

VESTIBULEC1

STORAGE103

LOUNGE104

TOILET114

SHOWER114A

PNT-02

WC-01

CWT-01

CWT-01CWT-01

CWT-01

CWT-01 CWT-01

EQ.

9"7'

- 6"

1' -

6"7'

- 6"

9"EQ

.

EQ. 9" 10' - 6" 9" EQ.

9" 9" 8' - 3" 9"

EQ.

9"9'

- 0"

1' -

6"15

' - 0

"1'

- 6"

9' -

0"9"

EQ.

EQ. 9" 15' - 9" 9" EQ.

1' - 6" 6' - 0" 1' - 6" 6' - 0" 1' - 6" 6' - 0" 1' - 6"

EQ. EQ.

2' -

3"9"

5' -

9"

1

2

1' -

0"

CW

T -01

2' -

0"

8' - 4"

5' - 6"

CWT-01

FINSH LEGEND

RBT-01

CPT-01

CPT-02

PFT-01

PFT-02

CPT-03

PATH

& F

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& TI

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DRAWN BY:

PROJECT MANAGER:

PROJECT NUMBER:

KEY PLAN:

GENERAL NOTE:

SHEET TITLE:

SHEET NUMBER:

STATE PROJECT #


Suite 400


www.bcwh.com

804.788.4774 phone

804.788.0986 fax

ISSUE DATE:

REVISIONS:

07/29/2016

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A301

FINISH PLANS - OVERALLPLAN

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1/4" = 1'-0"A3011 Finish Plan

0' 4'2' 8'1'

FINISH SCHEDULE

NUMBER NAME FLOOR BASEWALLS

CEILING COMMENTS NUMBERNORTH SOUTH EAST WEST

102 OFFICE CPT-01 RB PNT-01 PNT-01 PNT-01 PNT-01 SACT-02 102103 STORAGE SEAL EXTG.

CONC.RB PNT-01 PNT-01 PNT-01 PNT-01 SACT-02 103

104 LOUNGE CPT-01 RB PNT-01, PNT-02 PNT-01 - WC-01 SACT-03,GPDW,PNT-05

1. 104

106 WOMENS TOILET PFT-01 PTB CWT-01 PNT-01 PNT-01 PNT-01 SACT-02 106107 JANITOR SEAL EXTG.

CONC.RB PNT-01 PNT-01 PNT-01 PNT-01 SACT-02 107

107A STOR. SEAL EXTG.CONC.

RB PNT-01 PNT-01 PNT-01 PNT-01 SACT-02 107A

109 ELECTRICAL SEAL EXTG.CONC.

RB PNT-01 PNT-01 PNT-01 PNT-01 SACT-02 109

110 TRACK & FIELD LOCKERS CPT-01, CPT-02 RB PNT-01 PNT-01 PNT-01 PNT-01 SACT-01,GPDW 110110A STORAGE SEAL EXTG.

CONC.RB PNT-01 PNT-01 PNT-01 PNT-01 SACT-02 110A

112 COACH LOCKERS CPT-01, CPT-02 RB PNT-01 PNT-01 PNT-01 PNT-01 SACT-01,GPDW 112113 BASEBALL LOCKER RM CPT-01, CPT-02 RB PNT-01 PNT-01 PNT-01 PNT-01 SACT-01,GPDW 113114 TOILET PFT-01 PTB CWT-01 PNT-01, CWT-01 PNT-01, CWT-01 PNT-01 SACT-02 2. 114

114A SHOWER PFT-02 PTB CWT-01 PNT-01 CWT-01 PNT-01,CWT-01

GPDW 114A

115 ATHLETIC TRAINING RBT-01, RBT-02 RB PNT-01,PNT-02 PNT-01, PNT-02 PNT-01, PNT-02 PNT-01, PNT-02 SACT-01,GPDW 3. 115C1 VESTIBULE CPT-03 RB PNT-01 PNT-01 PNT-01 PNT-01 GPDW C1

SHEET KEYNOTES

FINISH SCHEDULE COMMENTS1. REFER TO FINISH PLAN FOR ACCENT WALL LOCATIONS.2. REFER TO FINISH PLAN FOR EXTENT OF CWT.3. REFER TO INTERIOR ELEVATIONS FOR EXTENT AND LOCATION OF ACCENT WALL

COLOR.

1 ALIGN EDGE OF MARKER PAINT WITH EDGE OF RECESSED NICHE.2 2" WIDE MARKER PAINT ON RESILIENT ATHLETIC FLOORING

GPDW BULKHEAD(PNT-04)

QUARTZCOUNTERTOP

PLAM PANEL FLUSH WITH LOCKERS (COLOR 1)

(7) LOCKER TYPE A (7) LOCKER TYPE A

PLAMCABINETCOLOR-1

PLAM OPEN STORAGE COLOR-2

OWNER PROVIDED,OWNER INSTALLED

/24" 72"

GPDW ON ACOUSTICL CEILINGGRID - REFER TO SPECIFICAIONS

OWNER FURNISHED / OWNERINSTALLED MONITOR

(6) LOCKER TYPE A

(5) LOCKER TYPE B

RUBBER WALL BASE

2" H REVEAL REF.SPECIFICATIONS (PNT-01)

ALIGN EDGE OFGPDW WALL WITHBULKHEAD - REFA201 FOR LOCATIONOF BULKHEAD

PNT-02

PNT-01

PNT-01

9' -

0"1'

- 6"

EXISTING ALUMINUMSTOREFRONT

EXISTING CMUPAINTED CWT-01

5' -

6"3'

- 6"

QUARTZCOUNTERTOP

CABINET OPENSTO FLOOR WITHFALSE TOE-KICK

12' -

0" 1 1/2" THICK

FINISHED END

2' -

10"

1' -

8"

/24" 18" /24" 36" /24" 18"

/12" 36"/12" 36"/12" 30"

3"

2' - 0"

3"

7"

1' - 3"

1' - 3"

10"

1' - 0"

1' - 0"

R 1' - 5" 6 1/2"

3"

3"

4' -

9"

PLAM COLOR-1

LED RIBBON LIGHT

VINYL WRAPPEDCUSHION - SECURETO PLAM BOX W/VELCO STRIPS

LED RIBBONLIGHT - PROVIDEREMOVABLEBASE @ POWERSUPPLY1/2" GAP FOR LEDRIBBON LIGHTWIRING

FLIP LID W/CONTINUOUSHINGE

10a

A801______________

1' -

2"3'

- 6"

4"

1' -

6"1'

- 0"

4"3'

- 1"

1' -

6"1'

- 6"

10"

9' -

0" 10 3/4" 1' - 7 1/4"

2 1/

2"5'

- 0

1/2"

2' - 6"

PLAM COLOR-1

PLAM COLOR-1

PLAM COLOR-1

PLAM COLOR-1

PLAM COLOR-2

PLAM COLOR-2

PLAM COLOR-1

PLAM COLOR-1

3/4"

/24" 48"HORIZONTAL DUPLEXRECEPTICLE IN BASE. REFERTO E201 FOR LOCATIONS.

DASHED LINE AT PLAMFINISHED END - REFPLAN FOR LOCATIONS.

SCRIBE CABINETTO CEILING ABOVE

1 1/2"

EQ 1' - 11 1/4" EQ

EQ0'

- 10

"EQ

3/4" X 10" SLOTFOR VENTING

3/4" 3/4"

15b

A801______________

1' -

6"4'

- 7"

4"1'

- 0"

1' -

6"1"

4"3'

- 6"

1' -

2"

9' -

0"

10"

12" TYPE C10" TYPE B 10" TYPE B

1'-0" TYPE C1' - 8" TYPE B

2"

STAINLESS STEELCLOTHES ROD

BACK-LIT GLAZING FORSIGNAGE

FLIP LID WITH ALUM.EXTRUDED HANDLE

CABINET WITH LOCKAND ALUMINUMEXTRUDED HANDLE

SCRIBE CABIENTTO CEILING ABOVE

CABINET WITH PUNCHCOMBINATION LOCKAND ALUMINUMEXTRUDED HANDLE ATTYPE B & C LOCKER

OPEN SHELF ATTYPE B ONLY

PLAM COLOR-1

PLAM COLOR-1

PLAM COLOR-2

PLAM COLOR-2

PLAM COLOR-1

PLAM COLOR-1

DASHED LINE AT PLAMFINISHED END - REFPLAN FOR LOCATIONS.

HORIZONTAL DUPLEXRECEPTICLE IN BASE. REFERTO E201 FOR LOCATIONS.

1 1/2"3/4"

3/4" X 8" SLOTFOR VENTING

EQ8"

EQ

EQ 1'-0 3/4" EQ

3/4" 3/4"

3"

1' - 0"

1' -

6"1'

- 0"

4"6"

3"

3"

PLAM COLOR-1

LED RIBBON LIGHT

LED RIBBONLIGHT - PROVIDEREMOVABLEBASE @ POWERSUPPLY

1/2" GAP FOR LEDRIBBON LIGHTWIRING

CWT-01

2' -

10"

QUARTZCOUNTERTOP

TA12 TA12

TA06TA06

2' - 0" 2' - 0"

REMOVABLE P'LAMPANEL

EQ EQ

QUARTZ COUNTERTOP

3' -

0"

EQ. EQ. EQ.

6' - 8"

1-3

UN

IT

OWNER PROVIDED / OWNERINSTALLED MONITOR - REFER TOELECTRICAL

PLAM COLOR-3

FROSTED GLAZING

OPENTO

BEYOND 6' -

4"1'

- 10

"

/12" 36" /12" 36"

/21" 36" /21" 36"


QUARTZCOUNTERTOP

PLAMCABINETCOLOR-1

(6) LOCKER TYPE B

/12" 36" /12" 36"

/21" 36" /21" 36"


QUARTZCOUNTERTOP

PLAMCABINETCOLOR-1

PATH

& F

ILEN

AME:

PLO

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& TI

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DRAWN BY:

PROJECT MANAGER:

PROJECT NUMBER:

SHEET TITLE:

SHEET NUMBER:

STATE PROJECT #


Suite 400


www.bcwh.com

804.788.4774 phone

804.788.0986 fax

ISSUE DATE:

REVISIONS:

07/29/2016

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A801

CASEWORK / INTERIORELEVATIONS

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1/4" = 1'-0"A801Baseball Elevation - West2

1/4" = 1'-0"A801Baseball Elevation - North1

1/4" = 1'-0"A801Track & Field Elevation - North4

1/4" = 1'-0"A801Athletic Training - East5

1/4" = 1'-0"A801Lounge - South6

1" = 1'-0"A801Type A Locker11

1" = 1'-0"A801Type B Locker12

1/4" = 1'-0"A801Toilet - South7

1/4" = 1'-0"A801Lounge - West8

1/4" = 1'-0"A801Lounge - North9

0' 4'2' 8'1' 0' 4'2' 8'1' 0' 4'2' 8'1'A101 A101 A101

0' 4'2' 8'1'0' 4'2' 8'1'0' 4'2' 8'1'0' 4'2' 8'1'0' 4'2' 8'1'0' 4'2' 8'1'

A101 A101 A101 A101 A101 A101

0' 2'1' 4'6"A101

0' 2'1' 4'6"A101

1/4" = 1'-0"A8013 Track & Field Elevation - West

1/4" = 1'-0"A801Coach Lockers - North10

0' 4'2' 8'1'A101

PLUMBING LEGEND

- ABOVE

BP

SA

P001 PLUMBING LEGEND, SYMBOLS, DETAILS, SCHEDULES & ISOMETRIC RISERS

PD101 PLUMBING DEMOLITION FLOOR PLAN

P101 PLUMBING FLOOR PLAN - SANITARY/VENT

P102 PLUMBING FLOOR PLAN - DOMESTIC WATER

PLUMBING SHEET INDEX

PLUMBING SCHEDULES

PLUMBING FIXTURE SCHEDULE:

MARK

EFD-1

LAV-1

LAV-2

S-1

MS-1

SH-1

SH-2

SD-1

SD-2

UR-1

UR-2

WC-1

WC-2

WH (E)

NOTES:

1. PROVIDE FLOOR DRAIN WITH 1/2" TRAP PRIMER CONNECTION.

2. MOUNTING HEIGHTS OF ALL ACCESIBLE FIXTURES SHALL BE IN ACCORDANCE WITH ICC A117.1 "ACCESSIBLE AND USABLE BUILDING AND FACILITIES".

3. PROVIDE LAVATORY WITH 0.5 GPM, SINGLE-HOLE MOUNTING POLISHED CHROME ELECTRONIC FAUCET (BATTERY POWERED) SIMILAR TO KOHLER K-13461.

4. INSULATE EXPOSED TRAP AND SUPPLIES IN ACCORDANCE WITH ICC A117.1 "ACCESSIBLE AND USABLE BUILDING AND FACILITIES".

5. PROVIDE LAVATORY WITH CONCEALED ARM CARRIER AND 0.5 GPM, 4" CENTERSET ELECTRONIC PROXIMITY FAUCET SIMILAR TO AMERCAN STANDARD 6053.205.

6. ONE PIECE COMPOSITE MOP SINK WITH INTEGRAL DRAIN AND STRAINER.

7. PROVIDE MOP SINK WITH HOSE AND HOSE BRACKET AND MANUFACTURER'S STAINLESS STEEL WALL GUARDS.

8. PROVIDE CHROME PLATED SERVICE-SINK FAUCET WITH VACUUM BREAKER, INTEGRAL STOPS, 8" CENTERS, PAIL HOOK, WALL BRACE AND 3/4" HOSE THREAD ON SPOUT.

9. PROVIDE URINAL WITH ELECTRONIC 0.5 GPF FLUSH VALVE SIMILAR TO AMERICAN STANDARD 6063.051.002 FOR 3/4" TOP SPUD CONNECTION WITH INLET ANGLE STOP AND OUTLET VACUUM BREAKER.

10. BOWL RIM HEIGHT 15", SEAT HEIGHT 15.5" AFF. PROVIDE WITH OPEN FRONT SEAT SIMILAR TO AMERICAN STANDARD 5901.100.

11. PROVIDE WATER CLOSET WITH ELECTRONIC 1.6 GPF FLUSH VALVE SIMILAR TO AMERICAN STANDARD 6065.161.002 FOR 1-1/2" TOP SPUD CONNECTION WITH INLET ANGLE STOP AND OUTLET VACUUM BREAKER.

12. BOWL RIM HEIGHT 16.5", SEAT HEIGHT 17" AFF. PROVIDE WITH OPEN FRONT SEAT SIMILAR TO AMERICAN STANDARD 5901.100.

13. PROVIDE SINK WITH 2.2 GPM, 4" CENTERSET GOOSENECK FAUCET WITH WRIST BLADE HANDLES, SIMILAR TO CHICAGO FAUCETS 895-GN2AE3-319ABCP.

14. PROVIDE SINK WITH SINK STRAINER WITH REMOVABLE BASKET STRAINER WITH OPEN/CLOSE STOPPER AND TAILPIECE SIMILAR TO KOHLER K-8801. STRAINER TO HAVE STAINLESS STEEL FINISH.

15. 32" TALL PREFABRICATED STAINLESS STEEL SHOWER UNIT. PROVIDE CHROME PLATED ADJUSTABLE SHOWER HEAD WITH 2.5 GPM FLOW CONTROL AND ADJUSTABLE SPRAY PATTERN.

16. PROVIDE CUSTOM LENGTH CONTINUOUS DRAIN ACROSS ALL 4 SHOWERS. PROVIDE 2" CLAMP DOWN DRAIN ASSEMBLY CENTERED AT EACH SHOWER.

17. PROVIDE STAINLESS STEEL GRATE, PVC CHANNEL, PVC END STOPS, THREADED OUTLETS, 2" STRAINER AND CHANNEL TRIM AS REQUIRED FOR INSTALLATION.

18. PROVIDE 36" LONG TRENCH DRAIN AT ADA SHOWER. PROVIDE 2" CLAMP DOWN DRAIN ASSEMBLY CENTERED AT SHOWER.

19. EXISTING FIXTURE IS TO REMAIN AND IS NOT INCLUDED IN THE SCOPE.

20. ADA SHOWER UNIT SHALL INCLUDE HANDWALL SHOWER UNIT COMPLETE WITH 24" MOUNTING BAR UNIT, 60" METAL HOSE AND STANDARD HANDSET.

DESCRIPTION

6" SQUARE POLISHED NICKEL BRONZE FLOOR DRAIN WITH 1/2" TRAP PRIMER CONNECTION

UNDERMOUNT, 24"x18" CAST IRON LAVATORY, 0.5 GPM FLOWRATE

WALL HUNG, 20"x18" VITREOUS CHINA LAVATORY, 0.5 GPM FLOWRATE

UNDERMOUNT, SINGLE BOWL, 22"x16"x6" STAINLESS STEEL, 2.2 GPM FLOWRATE

24" x 24" x 10" DEEP FLOOR MOUNTED MOP SINK

WALL MOUNTED SHOWER UNIT

WALL MOUNTED SHOWER UNIT (ADA)

SHOWER TRENCH DRAIN

SHOWER TRENCH DRAIN

WALL HUNG, VITREOUS CHINA, 0.5 GPF, URINAL

WALL HUNG, VITREOUS CHINA, 0.5 GPF, ADA COMPLIANT URINAL

WALL HUNG, VITREOUS CHINA, 1.6 GPF, WATER CLOSET

WALL HUNG, VITREOUS CHINA, 1.6 GPF, ADA COMPLIANT WATER CLOSET

FROSTPROOF WALL HYDRANT WITH INTEGRAL VACUUM BREAKER

WASTE

3"

2"

2"

2

3"

-

-

2

2

2"

2"

4"

4"

-

VENT

2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

-

-

1-1/2"

1-1/2"

1-1/2"

1-1/2"

2"

2"

-

C.W.

-

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

-

-

3/4"

3/4"

1"

1"

3/4"

H.W.

-

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

-

-

-

-

-

-

-

BASIS OF DESIGN

MANUFACTURER

ZURN

KOHLER

AMERICAN STANDARD

KOHLER

ZURN

ZURN

ZURN

INFINITY DRAIN

INFINITY DRAIN

AMERICAN STANDARD

AMERICAN STANDARD

AMERICAN STANDARD

AMERICAN STANDARD

EXISTING

MODEL NUMBER

Z415S

K-2907-4U

0355.012

K-3894-4

Z1996-24

Z7500

Z7500

S-AG-65 SERIES

S-AG-6536

6590.501

6590.501

2257.001

2257.001

EXISTING

NOTES

1

2 - 4

2, 4 - 5

2, 13 - 14

6 -8

15

2, 15, 20

16 - 17

17 - 18

9

2, 9

10, 11

2, 11 - 12

19

PLUMBING PIPING SCHEDULE:

SERVICE

ABOVEGROUND DOMESTIC WATER

BELOWGROUND DOMESTIC WATER

ABOVEGROUND SANITARY / WASTE

ABOVEGROUND SANITARY / WASTE

BELOWGROUND SANITARY / WASTE

BELOWGROUND SANITARY / WASTE

VENT

SIZE RANGE

ALL

ALL

<3"

> OR EQUAL TO 3"

<3"

> OR EQUAL TO 3"

ALL

SLOPE

-

-

2%

1%

2%

1%

1%

MATERIAL

TYPE L COPPER, PEX, OR CPVC

TYPE K COPPER

PVC SCHEDULE 40 W/ DWV FITTINGS





STANDARD

ASTM B 88

ASTM B 88

ASTM D 2665

ASTM D 2665

ASTM D 2665

ASTM D 2665

ASTM D 2665

THERMOSTATIC MIXING VALVES:

MARK

TMV-2

FLOW

MIN

GPM

0.25

CAPACITY

GPM

0.5

PRESSURE

DROP

PSI

8

BASIS OF DESIGN

MANUFACTURER

WATTS

MODEL NO

LFUSG-B

TEMPERATURE

SETTING

105°F

NOTES

-

THESE DRAWINGS ARE BASED ON SITE VISITS TO THE EXISTING BUILDING. NOT ALL EXISTING CONDITIONS

MAY BE SHOWN. CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO FABRICATION OF SYSTEM.

MODIFICATIONS SHALL BE MADE ONLY AFTER APPROVAL BY THE ENGINEER.

1. MAKE PROPER H & C, W, V, ETC. PIPING CONNECTIONS TO ALL

FIXTURES AND EQUIPMENT EVEN THOUGH ALL BRANCH MAINS,

ELBOWS AND CONNECTIONS ARE NOT SHOWN.

2. CHECK WITH ARCHITECTURAL WORKING DRAWINGS BEFORE

ROUGHING-IN PLUMBING FIXTURES.

3. SLOPES AND INVERT ELEVATIONS OF SEWERS, MANHOLES, SEPTIC

TANKS, ETC., SHALL BE ESTABLISHED AND VERIFIED BY PLUMBING

CONTRACTOR BEFORE ANY PIPING IS INSTALLED IN ORDER THAT

PROPER SLOPES WILL BE MAINTAINED AND NECESSARY INVERT

ELEVATIONS OBTAINED.

4. COORDINATE THE LOCATION OF ALL PIPING WITH LIGHTING

FIXTURES, DUCT, GRILLES, HEATING, PIPING, ETC.

5. PROVIDE 1"C CONNECTIONS TO FLUSH VALVE WC'S, 3/4" TO FLUSH

VALVE URINALS, 1/2"H & C TO LAVS AND SHOWERS AND 1/2"H & C

TO MOP SINKS.

6. ALL FLOOR DRAINS SHALL HAVE STANDARD 3" SEAL, CAST IRON,

"P" TRAPS UNLESS OTHERWISE NOTED. FLOOR DRAIN TRAP SEALS

SUBJECT TO LOSS BY EVAPORATION SHALL BE EQUIPPED WITH

TRAP PRIMERS.

7. ALL CUTOFF VALVES, SHOCK ABSORBERS, ETC. SHALL BE

ACCESSIBLE THROUGH AN ACCESS DOOR OR THROUGH LAY-IN

CEILING. PROVIDE ACCESS DOOR WHERE REQUIRED.

8. CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL EXISTING

PIPING, MANHOLES, ETC. BEFORE ANY NEW PIPING IS INSTALLED.

9. ALL CLEANOUTS SHALL BE INSTALLED AT THE BASE OF ALL NEW

SOIL OR WASTE STACKS.

ISOLATION VALVE

C SUPPLY

TRAP PRIMER EQUAL

TO MIFAB M-500 WITH

AIR GAP FITTING

UNION (TYPICAL)

1/2"

1/2"

1/2"C TO

FLOOR DRAIN

NOTE:

TRAP PRIMER, VALVES, AND PIPING SHALL BE INSTALLED

ABOVE LAY-IN CEILING, EXPOSED OR SHALL BE PROVIDED

WITH CEILING ACCESS PANEL UNLESS NOTED OTHERWISE

PROVIDE TRAP PRIMERS FOR ALL NEW FLOOR DRAINS. CONNECT

TRAP PRIMER TO NEAREST AVAILABLE COLD WATER PIPE.

TYPICAL TRAP PRIMER ASSEMBLLY DETAIL

NO SCALE

C STOP H STOP

H RISER

C RISER

TMV-2, MOUNT AS

HIGH AS PRACTICAL

TO AVOID VIEW

LAVATORY TEMPERING VALVE DETAIL

NO SCALE

CLEANOUT NEAR BASE OF STACK

NO SCALE

WALL PLATE

CLEANOUT

FINISHED FLOOR

CONCEALED LOCATIONS

ABV

AD

BEL

BP

CO

C

DN

DFU

(E)

EL

FCO

FD

FL

H

HR

INV

LAV

MS

P&T

SA

S

U

V

VTR

W

WC

- ACCESS DOOR

- BELOW

- BACKFLOW

PREVENTER

- CLEAN-OUT

- COLD WATER

- DOWN

- DRAINAGE FIXTURE UNIT

- EXISTING

- ELEVATION

- FLOOR CLEAN OUT

- FLOOR DRAIN

- FLOOR

- WATER CLOSET

- WASTE

- VENT-THRU-ROOF

- VENT

- URINAL

- SANITARY

- SHOCK ABSORBER

- PRESSURE & TEMPERATURE

RELIEF VALVE

- MOP SINK

- LAVATORY

- INVERT

- HOT WATER RECIRC

- HOT WATER

ABBREVIATIONS

WCO - WALL CLEAN OUT

EXTENT OF DEMOLITION

CONNECTION TO EXISTING

SHOCK ABSORBER

BACKFLOW PREVENTER

EXISTING TO BE REMOVED

CUTOFF/SERVICE VALVE (IN PLAN)

DIRECTION OF SLOPE DOWN

SANITARY VENT

SANITARY SOIL & WASTE

HOT WATER RECIRC

HOT WATER

COLD WATER

RISER IN PLAN

SIDE OF MAIN

BOTTOM OF MAIN

TOP OF MAIN

TEE OR ELBOW FROM TOP OF MAIN

GENERAL PLUMBING NOTES

LAV-1

LAV-1

2"W

2"W

2"W

2"W

2"W

2"W

4"W

FLOOR (TYP)

4"WCO

4"WCO

SD-1

SD-2

WC-1

WC-1

WC-2

UR-1

UR-1

UR-2

4"W

4"S

EFD-1

3"W

4"S

4"S

4"S

4"S(E)

4"S

1-1/2"V

1-1

/2

"V

1-1

/2

"V

1-1

/2

"V

1-1

/2

"V

1-1

/2

"V

1-1

/2

"V

1-1

/2

"V

1-1

/2

"V

2"V

2"V

2"V

2"V

2"V

2"V

1-1/2"V

1-1/2"V

2"V(E)

4"FCO

4"S(E)

4"S(E)

2"V(E)

MS-1

3"W

4"S

LAV-2

2"W

4"WCO

3"W

EFD-1

WC-2

2"W

S-1

2"W

FLOOR (TYP)

4"WCO

FLOOR (TYP)

CONTINUOUS TRENCH DRAIN

WITH 2" CLAMP DOWN DRAIN

CENTERED ON EACH SHOWER

1-1/2"V

2"W

2"V

2"V

2"V

2"V

2"V

1-1/2"V

NO SCALEP001

1SANITARY, WASTE AND VENT ISOMETRIC RISER

NO SCALEP001

2DOMESTIC HOT AND COLD WATER ISOMETRIC RISER

SH-1

SH-1

SH-1

SH-1

1/2"C

1/2"H

1/2"C

1/2"H

1/2"C

1/2"H

1/2"C

1/2"H

SH-2

1-1/4"H

2"C

1/2"HR

SERVICE

VALVE (TYP)

1/2"HR(E)

1-1/4"H(E)

2"C(E)

2"C(E)

1-1/4"H

2"C

1/2"C

1/2"H

1

/

2

"

H

R

1-1/2"C

WC-2

3

/

4

"

H

2"C

WC-1

WC-1

UR-1

UR-1

UR-2

1"C

1"C

1"C

3/4

"C

3/4

"C

3/4

"C

WATER

HAMMER

ARRESTOR

1

1

DOMESTIC WATER ISOMETRIC REFERENCE NOTES:

1/2"C DN TO TRAP PRIMER EQUAL TO MIFAB 500 SERIES WITH

AIR GAP FITTING. ROUTE BELOW SLAB TO TRAP PRIMER

CONNECT ON EFD-1.

2"C

1-1/2"C

1"C

3/4"C

LAV-1

LAV-1

1/2"H

1/2"C

1/2"C

1/2"H

MS-1

LAV-2

1/2"H

1/2"C

1/2"H

1/2"C

1-1/2"C

3/4"H

1-1/2"C

1/2"HR

WC-2

1

1/2"C

1/2"H

WATER

HAMMER

ARRESTOR

1"C

S-1

1/2"H

1/2"C

ISOMETRIC RISER DIAGRAMS

PLUMBING DETAILS

PLUMBING PIPING INSULATION SCHEDULE:

SERVICE

ABOVEGROUND

DOMESTIC

COLD WATER

ABOVEGROUND

DOMESTIC

HOT WATER

SIZE RANGE

ALL

ALL

THICKNESS

1"

1"

MATERIAL

FINE HEAVY DENSITY FIBROUS GLASS OR RIGID PHENOLIC FOAM INSULATION

WITH FACTORY APPLIED FOIL-SCRIM-WHITE KRAFT PAPER VAPOR BARRIER

JACKET, MOLDED TO CONFORM TO PIPING

FINE HEAVY DENSITY FIBROUS GLASS, RIGID PHENOLIC FOAM OR CALCIUM

SILICATE INSULATION WITH GENERAL PURPOSE JACKET, MOLEDED TO

CONFORM TO PIPING

MAXIMUM THERMAL CONDUCTIVITY

0.25 BTU/(IN*HR*FT2*°F)

0.25 BTU/(IN*HR*FT2*°F)

P001

DRAWN BY:

PROJECT MANAGER:

PROJECT NUMBER:

KEY PLAN:

GENERAL NOTE:

SHEET TITLE:

SHEET NUMBER:


Suite 400


www.bcwh.com

804.788.4774 phone

804.788.0986 fax

ISSUE DATE:

REVISIONS:

609 BOWE STREET

RICHMOND VIRGINIA

CT

2015.56

BOWE STREET

DECK - FIRST

FLOOR ATHLETICS

RENOVATION

VIRGINIA

COMMONWEALTH

UNIVERSITY

236-A6236-002

07/29/2016

STATE PROJECT #

530 E. Main Street, Suite 200


(T): 804-977-0403

www.InversityConsulting.com

WORKING DRAWINGS

PLUMBING LEGEND, SYMBOLS,

DETAILS, SCHEDULES &

ISOMETRIC RISERS

1/4" = 1'-0"PD101

1DEMOLITION FLOOR PLAN

0' 4'2' 8'1'0' 4'2' 8'1'

UP

H LKJI

2

1

10"(E

)SD

10"(E

)

6"(E

)

6"(E)

SD

SD

SDSD

8"(E)

SD

4"S(E) 4"S(E)

CO(E)

CO(E)

CO(E)

CO(E)SD

4"(E)

BELOWSLAB

BELOWSLAB

BELOWSLAB

4"W

(E)

4"W

(E)

4"W

(E)

4"W

(E)

4"S(

E)

FCO(E)

WCO(E)

4"S(E) 2"W(E) WCO(E)

1-1/2"V(E)1-1/2"V(E)

2"V(E)

1-1/2"V(E)

2"V(E)

2"V(

E)2"

V(E)

4"S(

E)

2"V(E)

3"V(E) UP2"C(E) FR ABV4"SD(E)FR ABV

2"SD(E)FR ABV

6"SD(E)FR ABV

4"SD(E)FR ABV

2"V(E)2"C(E)

1-1/4"H(E)

1/2"HR(E)

2"C(

E)1-

1/4"H

(E)1/2

"HR(

E)

1/2"H(E)1/2"C(E)

DWH-1(E)

HWCP-2(E)

ET-1(E)TMS-1(E)

2"V(E)

AH-1

(E)

GAS SERVICEFROM UTILITY

1"G(

E)

EXISTINGGAS METER

2"G(E) TO ABV

WH(E)

WH(E)

CO(E)

SDSD

2"(E

)4"

(E)

2"V(E)2"C(E)

2"V(E)2"C(E)

1-1/4"H(E)

1/2"HR(E)

3/4"C(E)

FCO(E)

1

2

3

DEMOLITION PLAN REFERENCE NOTES:

REMOVE 4" SANITARY TO THIS POINT. PROTECT AND PREPARE FOR

CONNECTION TO NEW AS INDICATED ON SHEET P101.

REMOVE 1/2" HOT WATER RETURN AND 1-1/4" HOT TO THIS LOCATION.

PREPARE FOR CONNECTION TO NEW AS INDICATED ON SHEET P102.

REMOVE 1/2" COLD AND 2" VENT TO THIS LOCATION.

REMOVE 2" COLD TO THIS LOCATION.

REMOVE 1/2" COLD TO SERVICE VALVE FOR EXISTING WALL HYDRANT.

PREPARE FOR CONNECTION TO NEW AS INDICATED ON SHEET P102.

4

5

1

2

3

1-1/4

"H(E

)

1/2"H

R(E)

4

1/2"C

(E)

5

CO(E)CO(E)

4"S(

E)

6"S(E), INVERTEL= 190.5

PD101

DRAWN BY:

PROJECT MANAGER:

PROJECT NUMBER:

KEY PLAN:

GENERAL NOTE:

SHEET TITLE:

SHEET NUMBER:


Suite 400


www.bcwh.com

804.788.4774 phone

804.788.0986 fax

ISSUE DATE:

REVISIONS:

609 BOWE STREET

RICHMOND VIRGINIA

CT

2015.56

BOWE STREET

DECK - FIRST

FLOOR ATHLETICS

RENOVATION

VIRGINIA

COMMONWEALTH

UNIVERSITY

236-A6236-002

07/29/2016

STATE PROJECT #



(T): 804-977-0403


WORKING DRAWINGS

PLUMBING DEMOLITION

FLOOR PLAN

0' 4'2' 8'1'0' 4'2' 8'1'

10"(E

)SD

10"(E

)

6"(E

)

6"(E)

SD

SD

SDSD

8"(E)

SD

4"S(E) 4"S(E)

CO(E)

CO(E)

CO(E)

CO(E)SD

4"(E)

BELOWSLAB

BELOWSLAB

BELOWSLAB

4"W

(E)

4"W

(E)

4"W

(E)

4"W

(E)

4"S(

E)

2"V(E)

3"V(E) UP

4"SD(E)FR ABV

2"SD(E)FR ABV

6"SD(E)FR ABV

4"SD(E)FR ABV

2"V(E)

DWH-1(E)

2"V(E)

AH-1

(E)


1"G(

E)

EXISTINGGAS METER

2"G(E) TO ABV

CO(E)

SDSD

2"(E

)4"

(E)

2"V(E)2"V(E)

CO(E)CO(E)

4"S(

E)

6"S(E), INVERTEL= 190.5

1/4" = 1'-0"P101

1FLOOR PLAN - SANITARY/VENT

0' 4'2' 8'1'0' 4'2' 8'1'

F

B

F

B

F

B

F

B

F

B

H LKJI

2

1

TELE

E162

PARKING STOR

E158

ELEC

E156

WATER HTR

E155

BASEBALL

LOCKER RM

113

COACH

LOCKERS

112

TRACK & FIELD

LOCKERS

110

STORAGE

110A

TOILET

114

SHOWER

114A

STORAGE

103

LOUNGE

104

VESTIBULE

C1

OFFICE

102

ATHLETIC

TRAINING

115

TOILET

106

JANITOR

107

ELECTRICAL

109

STOR.

107A

4"S

2"W

4"S

ELEV MACHINE

RM

E152

ENTRY

STAIR

3"W

2"W1-1/2"V

2"V

2"V 4"S

3"W

2"W

3"W

2"W

2"V 1-1/2"V 1-1/2"V 1-1/2"V2"V2"V1-1/2"V1-1/2"V 1-1/2"V 1-1/2"V 1-1/2"V

2"V

2"V

1-1/2"V

2"V

1

PLAN REFERENCE NOTES:

CENTER 2" CLAMP DOWN DRAIN IN EACH SHOWER AND ROUTE

2"WASTE TO 4" WASTE MAIN. COORDINATE EXACT LOCATION OF

TRENCH DRAIN WITH ARCHITECTURAL DETAILS.

4"S

4"W4"W

4"WCO 4"S 4"S

4"WCO

LAV-1LAV-1

WC-2 WC-1 WC-1

EFD-1

EFD-1

WC-2

LAV-2

MS-1

SD-2

SD-1

SH-1 SH-1 SH-1 SH-1

SH-2

UR-1 UR-1 UR-2

4"WCO

4"WCO

4"FCO

BELOW

SLAB(TYP)

ABOVE

CEILING (TYP)

BELOW

SLAB(TYP)

ABOVE

CEILING (TYP)

S-1

1 1 1

1

P101

DRAWN BY:

PROJECT MANAGER:

PROJECT NUMBER:

KEY PLAN:

GENERAL NOTE:

SHEET TITLE:

SHEET NUMBER:


Suite 400


www.bcwh.com

804.788.4774 phone

804.788.0986 fax

ISSUE DATE:

REVISIONS:

609 BOWE STREET

RICHMOND VIRGINIA

CT

2015.56

BOWE STREET

DECK - FIRST

FLOOR ATHLETICS

RENOVATION

VIRGINIA

COMMONWEALTH

UNIVERSITY

236-A6236-002

07/29/2016

STATE PROJECT #



(T): 804-977-0403


WORKING DRAWINGS

PLUMBING FLOOR PLAN -

SANITARY/VENT

0' 4'2' 8'1'0' 4'2' 8'1'

2"C(E) FR ABV

2"SD(E)FR ABV

2"C(E)

DWH-1(E)

HWCP-2(E)

ET-1(E)TMS-1(E)

AH-1

(E)


1"G(

E)

EXISTINGGAS METER

2"G(E) TO ABV

WH(E)

WH(E)

2"(E

)

2"C(E)2"C(E)

1-1/4

"H(E

)

1/2"H

R(E)

1/2"C

(E)

1/4" = 1'-0"P102

1FLOOR PLAN - DOMESTIC WATER

0' 4'2' 8'1'0' 4'2' 8'1'

F

B

F

B

F

B

F

B

F

B

H LKJI

2

1

TELE

E162

PARKING STOR

E158

ELEC

E156

WATER HTR

E155

BASEBALL

LOCKER RM

113

COACH

LOCKERS

112

TRACK & FIELD

LOCKERS

110

STORAGE

110A

TOILET

114

SHOWER

114A

STORAGE

103

LOUNGE

104

VESTIBULE

C1

OFFICE

102

ATHLETIC

TRAINING

115

TOILET

106

JANITOR

107

ELECTRICAL

109

STOR.

107A

1


1/2"C DN TO TRAP PRIMER EQUAL TO MIFAB 500 SERIES WITH

AIR GAP FITTING.

EXISTING TEMPERING MANIFOLD VALVE INSTALLED IN SURFACE

MOUNTED ENCLOSURE ON WALL. REPAIR SLOW LEAK ON

DISCHARGE PIPING OFF OF TEMPERING VALVE.

2"C

1-1/4

"H

1/2"H

R

ELEV MACHINE

RM

E152

ENTRY

STAIR

1/2"C

1/2

"H

&C

WATER HAMMER

ARRESTER

1/2

"H

&C

1/2

"H

&C

1/2

"H

&C

1/2

"H

&C

1/2"C

2"C

3/4"C

2"C1-1/4"H

1

1-1/2"C3/4"H

1/2"HR

1/2"H&C

1/2"H&C

1-1/2"C3/4"H

1/2"HR

1-1/2

"C3/4

"H1/2

"HR

1/2"H&C

1"C1-1/2"C

2"C

1"C 1"C3/4"C 3/4"C

3/4"C

1"C

1-1/2"C

1/2"H

R

1

1/2"H&C

1/2"C

WATER HAMMER

ARRESTER

1/2"H&C

1/2"C

1/2"H

LA

V-1

WC-2 WC-1 WC-1

EFD-1

EFD-1

WC-2

LA

V-2

SH

-1

SH-2

UR-1 UR-1 UR-2

MS-1

S-1

SH

-1

SH

-1

SH

-1

LA

V-1

2

2

P102

DRAWN BY:

PROJECT MANAGER:

PROJECT NUMBER:

KEY PLAN:

GENERAL NOTE:

SHEET TITLE:

SHEET NUMBER:


Suite 400


www.bcwh.com

804.788.4774 phone

804.788.0986 fax

ISSUE DATE:

REVISIONS:

609 BOWE STREET

RICHMOND VIRGINIA

CT

2015.56

BOWE STREET

DECK - FIRST

FLOOR ATHLETICS

RENOVATION

VIRGINIA

COMMONWEALTH

UNIVERSITY

236-A6236-002

07/29/2016

STATE PROJECT #



(T): 804-977-0403


WORKING DRAWINGS

PLUMBING FLOOR PLAN -

DOMESTIC WATER

M001 MECHANICAL LEGEND, SYMBOLS & SCHEDULES

MD101 MECHANICAL DEMOLITION FLOOR PLAN

M101 MECHANICAL FLOOR PLAN

T

FLEXIBLE DUCTWORK

(MAXIMUM 8 FEET)

DUCT BREAK (ROUND)

DUCT BREAK (RECTANGULAR)

MECHANICAL LEGEND

MECHANICAL SHEET INDEX

FLEX DUCT CONNECTOR

DUCT SMOKE DETECTOR

DIFFUSER, REGISTER & GRILLE LEGEND

* REFER TO AIR DISTRIBUTION TERMINAL DEVICE SCHEDULE

12x8-B

120

SUPPLY AIRFLOW DIRECTION

EXHAUST/INTAKE

AIRFLOW DIRECTION

EXTENT OF DEMOLITION

CONNECTION TO EXISTING

WALL MOUNTED

TEMPERATURE CONTROLLER

EXISTING TO BE REMOVED

EXISTING TO REMAIN

NEW WORK

SUPPLY

DUCT UP

SUPPLY DUCT

DOWN

RETURN OR EXHAUST

DUCT UP

RETURN OR EXHAUST

DUCT DOWN

ELBOW W/ TURNING VANES

MANUAL VOLUME DAMPER

DN

UP

FD

OFFSET DUCT UP

OFFSET DUCT DOWN

FIRE DAMPER ASSEMBLY

45° DUCT BRANCH W/

MANUAL VOLUME DAMPER

1 HOUR RATED WALL

2 HOUR RATED WALL

MECHANICAL SCHEDULES

MECHANICAL DETAILS

REGISTER SIZE, INCHES

SQUARE DIFFUSER

ROUND THROAT SIZE

DEVICE MARK*

AIRFLOW, CFM

SUPPLY

8"Ø-A

200

AIRFLOW, CFM

DEVICE MARK*

CEILING DIFFUSERS

REGISTERS

SUPPLY

AIR DISTRIBUTION TERMINAL DEVICE SCHEDULE:

MARK

A

B

C

NOTES:

1. DIFFUSER, REGISTER OR GRILLE SHALL BE SUPPORTED BY THE STRUCTURE, NOT THE BY CEILING SYSTEM.

2. BORDER SHALL BE 1-1/4" WIDE.

SERVICE

SUPPLY

EXHAUST

TRANSFER

TYPE

DIFFUSER

REGISTER

GRILLE

AIR PATTERN

4 WAY

45% FIXED, 2/3" O.C.

45% FIXED, 2/3" O.C.

METAL AIRE

MOUNTING

CEILING, LAY-IN, 2x2 PANEL

CEILING, SURFACE

CEILING, SURFACE

FINISH

WHITE

WHITE

WHITE

DAMPER

OBD

OBD

N/A

MODEL NUMBER

5750-6

RH-1

RH-1

NOTES

1

1 - 2

1 - 2

SCHEMATIC

NOTE: PROVIDE MVD IN EACH CONNECTION OF

DIVIDED FLOW BRANCHES IN SIMILAR FASHION.

CLOSE OPENING

AT CORNERS

MVD WITHIN 3 FEET

OF MAIN DUCT

MVD WITHIN 3 FEET

OF MAIN DUCT

L = 4W, 4" MIN

45°

W

L

NO SCALE

LAY-IN

DIFFUSER

OBD

FLEXIBLE DUCT

(MAXIMUM 5 FEET)

TO END-OF-RUN

DIFFUSER OR

REGISTER

M001

DRAWN BY:

PROJECT MANAGER:

PROJECT NUMBER:

KEY PLAN:

GENERAL NOTE:

SHEET TITLE:

SHEET NUMBER:


Suite 400


www.bcwh.com

804.788.4774 phone

804.788.0986 fax

ISSUE DATE:

REVISIONS:

609 BOWE STREET

RICHMOND VIRGINIA

CT

2015.56

BOWE STREET

DECK - FIRST

FLOOR ATHLETICS

RENOVATION

VIRGINIA

COMMONWEALTH

UNIVERSITY

236-A6236-002

07/29/2016

STATE PROJECT #



(T): 804-977-0403


WORKING DRAWINGS

MECHANICAL LEGEND,

SYMBOLS & SCHEDULES

AutoCAD SHX Text

%%UDUCT BRANCH CONNECTION DETAIL

AutoCAD SHX Text

DIFFUSER CONNECTION DETAIL

1/4" = 1'-0"MD101

1DEMOLITION FLOOR PLAN

0' 4'2' 8'1'0' 4'2' 8'1'

UP

H LKJI

2

1

16x1

2(E)

16x12(E)

34x14(E) 24x14(E)

26x14(E)

26x14(E) 12x12(E) 10x10(E)

14x10(E)6x10(E)

16x1

2(E)

8x12

(E)

8x10

(E)

10x8

(E)

10x1

0(E)

6x10(E)

26x1

4(E)

34x1

4(E)

HP-3(E)

HP-2(E)

UH-9(E)

F-4(E)

UH-2(E)

DDC(

E)

CH-1(E)

AC-1(E)

AC-1 CONDENSINGUNIT (E)

HP-3 CONDENSINGUNIT (E)


24x2

0(E)

AH-1

(E)

FD (E)

DEMOLITION PLAN REFERENCE NOTES:

RETAIN EXISTING DUCTLESS SPLIT SYSTEM INCLUDING INDOOR SUSPENDED CEILING CASSETTE UNIT

AND OUTDOOR CONDENSING UNIT.

REMOVE ALL SUPPLY, RETURN AND EXHAUST DUCTWORK DOWNSTREAM OF THIS POINT AS INDICATED.

DEDICATED 100% OUTSIDE AIR HANDLING ENERGY RECOVERY UNIT TO REMAIN.

1

2

1

2

3

3

FD (E)

SDR (E)

MD101

MECHANICAL

DEMOLITION FLOOR PLAN

DRAWN BY:

PROJECT MANAGER:

PROJECT NUMBER:

KEY PLAN:

GENERAL NOTE:

SHEET TITLE:

SHEET NUMBER:


Suite 400


www.bcwh.com

804.788.4774 phone

804.788.0986 fax

ISSUE DATE:

REVISIONS:

609 BOWE STREET

RICHMOND VIRGINIA

CT

2015.56

BOWE STREET

DECK - FIRST

FLOOR ATHLETICS

RENOVATION

VIRGINIA

COMMONWEALTH

UNIVERSITY

236-A6236-002

07/29/2016

STATE PROJECT #



(T): 804-977-0403


WORKING DRAWINGS

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

T

26x1

4(E)

34x1

4(E)

HP-3(E)

HP-2(E)

UH-9(E)

F-4(E)

UH-2(E)

DDC(

E)

CH-1(E)

AC-1(E)

AC-1 CONDENSINGUNIT (E)



24x2

0(E)

AH-1

(E)

FD (E)

FD (E)

SDR (E)

1/4" = 1'-0"M101

1FLOOR PLAN

0' 4'2' 8'1'0' 4'2' 8'1'

F

B

F

B

F

B

F

B

F

B

H LKJI

2

1

TELE

E162

PARKING STOR

E158

ELEC

E156

WATER HTR

E155

BASEBALL

LOCKER RM

113

COACH

LOCKERS

112

TRACK & FIELD

LOCKERS

110

STORAGE

110A

TOILET

114

SHOWER

114A

STORAGE

103

LOUNGE

104

VESTIBULE

C1

OFFICE

102

ELEV MACHINE

RM

E152

ENTRY

STAIR

ATHLETIC

TRAINING

115

TOILET

106

JANITOR

107

ELECTRICAL

107A

506-B

21010-B

21010-B

406-B

706-B

606-B

27512-B

27512-B

1008-B

21010-B

62018-B

12510-B

12510-B

1508"Ø-A

1256"Ø-A

1508"Ø-A

1508"Ø-A

1508"Ø-A

2658"Ø-A

2658"Ø-A

2658"Ø-A

12-C

10-C 10-C

10-C

2008"Ø-A

2008"Ø-A

1858"Ø-A

26x14

8"Ø

8"Ø

8"Ø

22x12

8"Ø

8"Ø

8"Ø 125

6"Ø-A8"Ø


PROVIDE PLASTER FRAME FOR INSTALLATION OF LAY-IN DIFFUSER IN GYPSUM CEILING.

PROVIDE SAME DIFFUSER AS SUPPLY DIFFUSER IN THIS LOCATION TO USE AS TRANSFER GRILLE.

TOP OF RETURN GRILLE 32" ABOVE FINISHED FLOOR.

ROUTE 12x12 THROUGH CONCRETE AT EXISTING HOLE LEFT FROM REMOVED DUCT.

EXISTING SPLIT SYSTEM INDOOR CEILING CASSETTE UNIT TO REMAIN. ADJUST UNIT TO MAINTAIN UNIT IN

GRID LOCATION. FIND AND/OR REPLACE CENTER RETURN GRILLE.

1

2

1

15"Ø-A1

8"Ø-A21

8"Ø

10x1

010

x10

8"Ø

8"Ø

22x12 12x12

12x1

2

8"Ø

8"Ø8"Ø

2008"Ø-A

2008"Ø-A

8"Ø8"Ø

10x1

0

12x12

12x1

2

STORAGE

107A

ELECTRICAL

109

18x1

8

20x8

3

3

4

8x4

8x4

706-B

8x4

8x4

14x1

4

12x6

4

8x6

8x4

14x14

8x4

10x4

10x4

34x1

4 14x6

14x6

606-B

8x4

30x1

4

T

26x14

12x412x4

26x14

20x14

12x5

20x14

12x5

12x10

12x10

12x1

0

5

5

M101

MECHANICAL

FLOOR PLAN

DRAWN BY:

PROJECT MANAGER:

PROJECT NUMBER:

KEY PLAN:

GENERAL NOTE:

SHEET TITLE:

SHEET NUMBER:


Suite 400


www.bcwh.com

804.788.4774 phone

804.788.0986 fax

ISSUE DATE:

REVISIONS:

609 BOWE STREET

RICHMOND VIRGINIA

CT

2015.56

BOWE STREET

DECK - FIRST

FLOOR ATHLETICS

RENOVATION

VIRGINIA

COMMONWEALTH

UNIVERSITY

236-A6236-002

07/29/2016

STATE PROJECT #



(T): 804-977-0403


WORKING DRAWINGS

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

T

David

DEM Seal 07-29-16

David

DEM Seal 07-29-16

David

DEM Seal 07-29-16

David

DEM Seal 07-29-16

David

DEM Seal 07-29-16

David

DEM Seal 07-29-16

David

DEM Seal 07-29-16

Documents

VIRGINIA COMMONWEALTH UNIVERSITY 609 BOWE · PDF filea walls/partitions: remove entirely where shown dashed. where walls are indicated to remain, remove all items mounted to wall