howard community college - parking garage ......ahu air handling unit al aluminum alt alternate alum...

www.asg-architects.com

© COPYRIGHT AYERS/SAINT/GROSS, 2009

PARKING GARAGE TWO

1040 Hull Street, Suite 100Baltimore, MD 21230410.347.8500

CONSTRUCTION DOCUMENTS

20858.0010901 Little Patuxent ParkwayColumbia, MD 21044

SITE MAP

VICINITY MAP

HOWARD COMMUNITY COLLEGE - PARKING GARAGE NUMBER TWO10901 LITTLE PATUXENT PARKWAY, COLUMBIA MD 21044HOWARD COUNTY, MD

PROJECT TEAM

ARCHITECTAyers/Saint/Gross1040 Hull Street, Suite 100Baltimore, MD 21230410.347.8500

M/E/P ENGINEERDiversified Engineering Inc.914 Silver Spring Avenue, Suite 208Silver Spring, MD 20910301.495.1563

STRUCTURAL ENGINEERDesman Associates8000 Westpark Drive, Suite 610McLean, VA 22102703.448.1190

CIVIL ENGINEERKCI Technologies936 Ridgebrook RoadSparks, MD 21152

GEOTECHNICAL ENGINEERFroeling & Robertson7798 Waterloo RoadJessup, MD 20794443-733-1011

CONSTRUCTION DOCUMENTS 06-04-2010

CONCRETE BLOCK (CMU)

STRUCTURAL PRECAST CONCRETECIP CONCRETE

EARTH

PRECAST CONCRETE - FINISH 2

PRECAST CONCRETE - FINISH 1

STEEL

RIGID INSULATION

METAL PANEL

GRAVEL

A1011

SIM

101

0

1A101

SIM

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COLUMN GRIDLINE

DETAIL CALLOUT

BUILDING / WALL SECTION

WINDOW TYPE

DOOR NUMBER

1

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SIMELEVATION

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GEOTECHNICAL ENGINEERFroeling & Robertson7798 Waterloo RoadJessup, MD 20794443.733.1011

SCHEMATIC DESIGN 01.08.10DESIGN DEVELOPMENT 03.12.10CONSTRUCTION DOCS 06.04.10

10901 Little Patuxent ParkwayColumbia, MD 21044

Professional Certification.I certify that these documents were prepared or approved by me,and that I am a duly licensed architect under the laws of the Stateof Maryland, license number 5886, expiration date 02/28/2011.

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DRAWING LIST, ABBREVIATIONS& SYMBOLS

Ayers/Saint/Gross1040 Hull Street, Suite 100Baltimore, MD 21230410.347.8500

Diversified Engineering Inc.914 Silver Spring Ave., Suite 208Silver Spring, MD 20910301.495.1563

Desman Parking Design8000 Westpark Drive, Suite 610McLean, VA 22102703.448.1190

KCI Technologies936 Ridgebrook RoadSparks, MD 21152

PARKING GARAGETWO

06/04/2010

20858.00

Author

ABBREVIATIONS

SYMBOLS

# NUMBER, POUND(S)& AND@ ATABV ABOVEAC AIR CONDITIONINGACOUS ACOUSTIC(AL)ACT ACOUSTICAL TILEAD ACCESS DOOR/AREA DRAINADJ ADJUSTABLE/ADJACENTAF ACCESS FLOORAFF ABOVE FINISH FLOORAHU AIR HANDLING UNITAL ALUMINUMALT ALTERNATEALUM ALUMINUM ANC ANCHORANNUN ANNUNCIATORANOD ANODIZEDAP ACOUSTIC PANELS / ACCESS PANELAPC ACOUSTICAL PANEL CEILINGAPPROX APPROXIMATE(LY)ARCH ARCHITECT(URAL)AVG AVERAGE

BC BOTTOM CURBBD BOARD FOOT OR FEETBITUM BITUMINOUSBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBLKHD BULKHEADBM BEAMB.O. BOTTOM OFFBOT BOTTOMBRG BEARINGBRG PL BEARING PLATEBRK BRICKBRKT BRACKETBSMT BASEMENTBTW BETWEENBUR BUILT UP ROOFING

C CARPETCAB CABINETCBB CEMENTITIOUS BACKER BDCEM CEMENTCER CERAMICCI CAST IRONCIP CAST IN PLACECJ CONTROL JOINTCL CENTER LINECL CENTERLINECLG CEILING/COOLINGCLKG CAULKINGCLL CONTRACT LIMIT LINECLO CLOSETCLR CLEARCMU CONCRETE MASONRY UNITSCNTR COUNTERCO CLEAN OUT / CLEAR OPENINGCOL COLUMNCOMB COMBINATIONCOMP COMPACT(ED)CONC CONCRETECONSTR CONSTRUCTIONCONT CONTINUOUSCOP COPPERCORR CORRIDORCORS COURSECPT CARPETCRF COLD ROLLED FORMED STEELCS CAST STONECS LINT CAST STONE LINTELCSK COUNTERSUNKCT CERAMIC TILECTR CENTERCU CUSPIDORCW COLD WATER

D DEEP/DEPTH/DRAINDB DECIBELDBL DOUBLEDEPT DEPARTMENTDET DETAILDF DRINKING FOUNTAINDH DOUBLE HUNGDIA DIAMETERDIAG DIAGONAL(LY) DIM DIMENSIONDISP DISPENSERDIV DIVISIONDMPF DAMPROOFINGDN DOWNDR DOOR/DRAINDS DOWNSPOUTDSP DRY STANDPIPEDW DISHWASHERDWG DRAWINGDWR DRAWER

E EAST/EPOXYEA EACHEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRIC(AL)ELEV ELEVATOREMER EMERGENCYENCL ENCLOSUREENG ENGINEERENT ENTRANCEEOS EDGE OF SLABEPB ELECTRICAL PANEL BOARDEQ EQUALEQUIP EQUIPMENTES EXPOSED STRUCTUREES/EE EMERGENCY SHOWER/EMERGENCY EYE WASHETR EXISTING TO REMAINEWC ELECTRIC WATER COOLEREXP EXPANDED/EXPANSIONEXST EXISTINGEXT EXTERIOREXTR EXTRUDED

F FAHRENHEITFA FIRE ALARM/GAGEFCU FAN COIL UNITFD FLOOR DRAINFDC FIRE DEPARTMENT CONNECTIONFDN FOUNDATION CHANNELFDV FIRE DEPARTMENT VALVEFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISH FACE/FLOORFFE FINISH FLOOR ELEVATION / FIXTURES, FURNITURE & EQUIPMENTFHC FIRE HOSE CABINETFHMS FLAT HEAD MACHINE SCREWFHS FLAT HEAD SCREWFHWS FLAT HEAD WOOD SCREWFIN FINISHFIX FIXTUREFL FLASHINGFLG FLOORINGFLR FLOORFLEX FLEXIBLEFLUOR FLUORESCENTFO FACE OFFOS FACE OF STUD/SLAB/STRUCTUREFP FABRIC WRAPPED PANELFR FRAMEFRG FIRE RATED GLAZINGFRPF FIREPROOF(ING)FS FULL SIZE/FLOOR SINKFT FIRE TREATEDFTG FOOTINGFURR FURRINGFVC FIRE VALVE CABINETFVEC FIRE VALVE AND FIRE EXTINGUISHER CABINET ]

GA GAUGEGALV GALVANIZEDGB GRAB BARGC GENERAL CONTRACTORGCMU GLAZED CMUGEN GENERALGFCMU GROUND FACE CMUGL GLASS/GLAZINGGND GROUNDGR GRADEGRG GLASS REINFORCED GYPSUMGWB GYPSUM WALL BOARDGYP GYPSUM

H HEIGHT/HIGHHB HOSE BIBHC HOLLOW COREHDCP HANDICAP(PED)HDWD HARDWOODHDWR HARDWAREHK HOUSEKEEPINGHM HOLLOW METALHMF HOLLOW METAL FRAMEHORIZ HORIZONTAL(LY)HPT HIGH POINTHR HOURHTG HEATINGHVAC HEATING/VENTILATION/AIR CONDITIONINGHW HOT WATER

ID INSIDE DRAWER/INSIDE DIAMETERIN INCHINCAND INCANDESCENTINS INSULATION/INSULATEDINT INTERIOR INTRM INTERMEDIATEINV INVERT

JAN JANITORJST JOISTJT JOINT

KD KNOCK DOWNKIT KITCHENKO KNOCK OUTKP KICK PLATE

L LONGLAB LABORATORYLAM LAMINATE(D)LAV LAVATORYLB(S) POUND(S)LC LEAD COATEDLCKR'S LOCKERSLEV LEVELLF LINEAR FOOT (FEET), LIGHT FIXTURELG LENGTHLH LEFT HANDLIN LINOLEUMLP LIGHT POLELPT LOW POINTLT LIGHTLT WT LIGHT WEIGHTLVR LOUVER

MACH MACHINEMAS MASONRYMATL MATERIALMAX MAXIMUMME MATCH EXISTINGMECH MECHANICALMEMB MEMBRANEMEP MECHANICAL, ELECTRICAL, PLUMBINGMET/MTL METALMEZZ MEZZANINEMFR MANUFACTURERMH MANHOLEMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMO MASONRY OPENINGMOD MODIFIEDMP MOP RACKMR MOISTURE RESISTANTMTD MOUNTEDMTG MOUNTINGMULL MULLIONMW MICROWAVE

N NORTHNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNRC NOISE REDUCTION COEFFICIENTNTS NOT TO SCALE

O.F.C.I. OWNER FURNISHED CONTRACTOR INSTALLEDO.F.O.I. OWNER FURNISHED OWNER INSTALLEDOA OVERALL/OUTSIDE AIROC ON CENTEROD OUTSIDE DIAMETER/OVERFLOW DRAINOH OPPOSITE HANDOHMS OVAL HEAD MACHINE SCREWOHWS OVAL HEAD WOOD SCREWOPER OPERABLEOPNG OPENINGOPP OPPOSITEOSD OPEN SITE DRAINOZ OUNCE

PA PLANTING AREAPBD PARTICLE BOARDPC PRECASTPCP PARTICLE CEMENT PLASTERPERF PERFORATED(D)PJ PANEL JOINTPL PLATE/PROPERTY LINEPLAM PLASTIC LAMINATEPLAS PLASTERPLP PLASTER PAINTEDPNL PANELPOL POLISHEDPR PAIRPROJ PROJECTPS PULL STATIONPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT POINTPTD PAINTEDPTN PARTITIONPVC POLYVINYL CHLORIDEPVG PAVINGPWD PLYWOOD

QT QUARRY TILEQTY QUANTITY

R RISER/REGISTERRA RETURN AIRRAD/R RADIUSRBR RUBBERRCP REFLECTED CEILING PLANRD ROOF DRAINRECEPT RECEPTACLEREF/RE REFERENCEREFRIG REFRIGERATORREG REGISTERREINF REINFORCE(MENT)(ING)REQD REQUIREDRESIL RESILIENTRET RETURNRETG RETAININGREV REVISION/REVERSERF RAISED FLOORRFG ROOFINGRM ROOMR.O. ROUGH OPENING/ROUNDRWC RAIN WATER CONDUCTORRWL RAIN WATER LEADER

S SOUTH/SINKS.SH SAFETY SHOWER HEADSA SUPPLY AIRSC SOLID CORESCH SCHEDULESCONC STAINED CONCRETESD STORM DRAIN/SOAP DISPENSERSD SMOKE DETECTORSEAL SEALANTSECT SECTIONSF SQUARE FOOT (FEET)SFT STRUCTURAL FACING TILESH SHOWER OR SPRINKLER HEADSHT SHEETSHTG SHEATHINGSHVG SHELVINGSIM SIMILARSL SLATESLC SEALED CONCRETESM SHEET METALSMS SHEET METAL SCREWSOG SLAB ON GRADESPEC SPECIFICATION(S)SPKR SPEAKERSQ SQUARESS STAINLESS STEELSS/EW SAFETY SHOWER / EYEWASHSSG STRUCTURAL SEALANT GLAZINGSTC SOUND TRANSMISSION CLASS(IFICATION)STD STANDARDSTL STEELSTOR STORAGESTRUCT STRUCTURALSUSP SUSPEND(ED) SUSPENSIONSV SHEET VINYLSYM SYMMETRICALSYS SYSTEM

T TREAD/TOPTEL TELEPHONETEMP TEMPEREDTER TERRAZZOTG / T&G TONGUE & GROOVETHK THICK(NESS)THRES THRESHOLDT.O. TOP OFTOC TOP OF CONCRETE/CURBTOS TOP OF SLABTOW TOP OF WALLTV TELEVISIONTYP TYPICAL

U.S. UNDERSIDEUC UNDERCUTUH UNIT HEATERUL UNDERWRITER'S LABORATORIES INC.UNFIN UNFINISHEDUNO UNLESS NOTED OTHERWISEUR URINAL

VAR VARIESVB VAPOR BARRIERVCT VINYL COMPOSITION TILEVCT VINYL COMPOSITION TILEVERT VERTICAL(LY)VEST VESTIBULEVIF VERIFY IN FIELDVIN VINYLVP VENEER PLASTERVWC VINYL WALL COVERING

W WEST/WIDE/WIDTH/WOODW/ WITHW/O WITHOUTWC WATER CLOSETWD WOODWG WIRE GLASSWH WALL HYDRANT/WATER HEATERWOM WOMENWP WATERPROOFINGWPC WOOD PANEL CEILINGWS WEATHERSTRIPPINGWSCT WAINSCOTWT WEIGHTWWF WELDED WIRE FABRIC

MATERIALS

SHEET ISSUED BIDDING

SHEET ISSUED FOR CURRENT REVIEW / APPROVAL

SHEET PREVIOUSLY ISSUED

SHEET ISSUED FOR REFERENCE ONLY

SUB - SUBMITTAL ISSUEDBUL - BULLETIN ISSUEDREV - REVISION ISSUED

LIST OF DRAWINGS

8 FIRE PROTECTIONFP0.01 SYMBOLS, ABBREVIATIONS, GENERAL NOTES & DETAILS

-FIRE PROTECTIONFP1.01 GROUND LEVEL - FIRE PROTECTIONFP1.02 TYPICAL LEVEL 2 THRU 4 - FIRE PROTECTIONFP1.05 FIFTH LEVEL - FIRE PROTECTIONFP2.01 RISER - FIRE PROTECTION

0 GENERALG0.00 COVER SHEETG0.10 DRAWING LIST, ABBREVIATIONS & SYMBOLSG0.20 CODE SUMMARY AND EXITING

1 CIVILC-1 EXISTING CONDITIONS & DEMOLITION PLANC-2 SITE & GRADING PLANC-3 PAVING, GEOMETRY, STRIPING & SIGNAGE PLANC-4 SITE DETAIL SHEETC-5 SITE DETAIL SHEETC-6 UTILITY PLANC-7 UTILITY PROFILES & SCHEDULESC-8 UTILITY DETAIL SHEETC-9 STORMWATER MANAGEMENT DETAIL SHEETC-10 EROSION & SEDIMENT CONTROL PLANC-11 EROSION & SEDIMENT CONTROL NOTES & DETAILSC-12 LANDSCAPE PLAN

2 ARCHITECTUREA1.01 ENLARGED PLANS - EXISTING CONDITIONS & DEMOLITIONA2.00 GROUND LEVEL PLANA2.01 TYPICAL LEVEL PLANA2.02 FIFTH LEVEL PLANA3.00 GROUND LEVEL REFLECTED CEILING PLANA3.01 TYPICAL LEVEL REFLECTED CEILING PLANA4.00 EXTERIOR ELEVATIONSA4.01 EXTERIOR ELEVATIONSA4.10 BUILDING SECTIONSA7.00 CORE 1 PLANSA7.01 CORE 2 PLANSA7.10 CORE 1 SECTIONSA7.11 CORE 2 SECTIONSA7.50 STAIR & RAIL DETAILSA8.00 WALL SECTIONSA8.01 WALL SECTIONSA8.20 PLAN DETAILSA8.30 SECTION DETAILSA9.00 DOOR & PARTITION SCHEDULE AND DETAILSA9.10 CURTAINWALL TYPESA9.11 CURTAINWALL TYPES

3 STRUCTURALS0.01 GENERAL NOTESS0.02 TYPICAL DETAILSS1.01 FOUNDATION PLANS1.02 FOUNDATION WALL ELEVATIONSS1.03 FOUNDATION SECTIONS AND DETAILSS2.01 GROUND LEVEL FRAMING PLANS2.02 TYPICAL LEVEL FRAMING PLANS2.03 FIFTH LEVEL FRAMING PLANS3.01 SECOND LEVEL PART FRAMING PLANS4.01 ENLARGED CORE 1 PLANS & DETAILSS4.02 ENLARGED CORE 2 STAIR PLANS & DETAILSS5.01 TYPICAL PRECAST DETAILSS5.02 PRECAST DETAILS

4 PARKINGPK1.01 GROUND LEVEL - PARKING PLANPK1.02 TYPICAL LEVEL 2-4 PARKING PLANPK1.03 FIFTH LEVEL - PARKING PLANPK2.01 ENLARGED PARTIAL PLANSPK3.01 SIGNAGE DETAILS

5 MECHANICALM1.00 GROUND LEVEL - MECHANICALM2.00 SCHEDULES - MECHANICAL

6 PLUMBINGP0.01 SYMBOLS, ABBREVIATIONS & GENERAL NOTES - PLUMBINGP1.00 FOUNDATION LEVEL - PLUMBINGP1.01 GROUND LEVEL - PLUMBINGP1.02 TYPICAL LEVEL 2 AND 3 - PLUMBINGP1.04 FOURTH LEVEL - PLUMBINGP1.05 FIFTH LEVEL - PLUMBINGP2.00 GROUND LEVEL - DOMESTIC WATERP3.00 PLUMBING RISER DIAGRAMSP4.00 SCHEDULES - PLUMBINGP5.00 DETAILS - PLUMBING

7 ELECTRICALE0.01 ABBREVIATIONS AND SYMBOLSE1.00 SITE LIGHTING PLANE2.00 GROUNDING & CONDUIT ROUTING PLANE2.01 LIGHTING PLAN, GROUND LEVELE2.02 LIGHTING PLAN, TYPICAL LEVEL 2 THRU 4E2.03 LIGHTING & GROUNDING PLAN, FIFTH LEVELE3.01 SYSTEMS PLAN, GROUND LEVELE3.02 SYSTEMS PLAN, TYPICAL lEVEL 2 THRU 4E3.03 SYSTEMS PLAN, FIFTH LEVELE4.01 SINGLE LINE DIAGRAME4.02 TYPICAL LEVEL LIGHTING CIRCUIT SCHEDULEE4.03 LTG CONTROL DIAGRAMS & LTG CONTACTOR SCHEDULEE4.04 LIGHTING FIXTURE & PANELBOARD SCHEDULESE5.01 MISCELLANEOUS DETAILS - 1E5.02 MISCELLANEOUS DETAILS - 2E5.03 MISCELLANEOUS DETAILS - 3E5.04 MISCELLANEOUS DETAILS - 4E5.05 MISCELLANEOUS DETAILS - 5E-5.06 HICKORY RIDGE BUILDING PARTIAL PLAN

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NEWGENERATORLOCATION

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HICKORY RIDGE BUILDING

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1) HICKORY RIDGE BUILDING 2) DUMPSTER 3) NORTH FACADE OF HICKORY RIDGE BUILDING 4) LOADING DOCK AND WALL 5) HICKORY RIDGE BUILDING 6) NORTH ENTRY TO HICKORY RIDGE BUILDING 7) DOCK LOOKING EAST

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NEW WORK KEYNOTE

DEMOLITION KEYNOTE

EXISTING TO BE DEMOLISHED

NEW WORK

EXISTING TO REMAIN

LOCATION OF EXIST EXIT TOEXTERIOR

EXTERIOR PATH OF TRAVELTO PUBLIC WAY


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ENLARGED PLANS - EXISTINGCONDITIONS & DEMOLITION





PARKING GARAGETWO

06/04/2010

20858.00

Author

1/8" = 1'-0"1LOADING DOCK - NEW WORK PLAN

1/8" = 1'-0"2LOADING DOCK - DEMOLITION PLAN

GENERAL KEY NOTES:1. CONSTRUCTION ACTIVITIES, DEMO & NEW WORK SHALL NOT DISRUPT DAILY FUNCTION AND OPERATION OF THE HICKORY RIDGE BUILDING & ITS LOADING DOCK WITHOUTPRIOR OWNER NOTIFICATION.

2. MAINTAIN EXISTING & TEMPORARY FIRE LANES & FIRE DEPARTMENT CONNECTIONS FOR UNOBSTRUCTED FIRE DEPARTMENT ACCESS. CONTRACTOR SHALL BE RESPONSIBLEFOR COORDINATING ALL CONSTRUCTION ACTIVITIES WITH THE AHJ/RESPONDING FIRE COMPANY THAT MAY AFFECT FIRE DEPARTMENT ACCESS.

3. MAINTAIN EXISTING EXITS & PATHS OF TRAVEL FROM HICKORY RIDGE BUILDING TO A PUBLIC WAY FREE OF OBSTRUCTIONS.

4. COORDINATE DEMO & NEW WORK WITH DETAILS PROVIDED BY CIVIL, STRUCTURAL & MEP.

5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY & TAKE NOTE OF ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK.

6. PROTECT EXISITING TO REMAIN TREE(S)

7. REPLACE/REINSTALL ANY FIRE RESISTANT CONSTRUCTION DISTURBED/COMPROMISED DURING CONSTRUCTION ACTIVITIES.

8. EXISTING TO REMAIN RAILING AND BOLLARD.

DEMOLITION KEY NOTES:D1. COORDINATE REMOVAL, RELOCATION & STORAGE OF SITE FURNISHINGS WITH OWNER.

D2. COORDINATE REMOVAL & STORAGE OF EXTERIOR SIGNAGE WITH OWNER

D3. COORDINATE TEMPORARY RELOCATION OF EXISTING DUMPSTERS WITH OWNER. CONSTRUCTION ACTIVITIES SHALL NOT DISTRUPT TRASH & RECYCLING OPERATIONS.

D4. DEMOLISH MASONRY WALL & ITS FOUNDATION.

D5. SAW CUT EXISTING S.O.G.

D6. DEMOLISH CONCRETE S.O.G., CURB & GUTTER.

D7. SAW CUT EXISTING MASONRY WALL

D8. DEMOLISH EXISTING METAL PIPE RAIL.

D9. AREA OF EXISTING ACT CEILINGS TO BE REMOVED, STORED & REINSTALLED FOR WORK ABOVE CEILING. REPLCE DAMAGED TILES WITH NEW TO MATCH EXISTING. INTHE CASE OF GYP BD CEILINGS TO BE REOMVED CUT, PATCH & REPAIR FOR PAINT.

D10. REMOVE FDC. REPAIR & PATCH HOLE IN MASONRY WALL WITH MATCHING BRICK AND MORTAR.

NEW WORK KEY NOTES:A1. PROVIDE NEW S.O.G. (REF CIVIL)

A2. PROVIDE NEW FDC AT THE N.E. CORNER OF THE HICKORY RIDGE BUILIDNG (REF MEP)

A3. PROVIDE NEW CAST IN PLACE DOCK EXTENSION FROM THE NORTH FACE OF THE GARAGE. TOP OF CONCRETE TO ALIGN W/ EXISTING AND TO MATCH SLOPE.

A4. REPLACE DAMAGED BRICK AND REPOINT AS REQUIRED.

A5. RELOCATED BRANCH PIPING TO FDC. ROUTING INDICATED BY SINGLE LINE DIAGRAM SHOWN FOR ILLUSTRATIVE PURPOSES. FIELD CONDITIONS SHALL BE VERIFIED TOESTABLISH FINAL/AS-BUILT LOCATION.

A6. DOCK BUMPERS (7)

A7. REMOVABLE 42" HIGH CHAIN GUARD & GALV POST. PROVIDE 9" X 18" ACRYLIC PLAQUE SIGN INDICATING "DOCK NOT TO BE USED AS AN EXIT" W/ BLACK SILK SCREENEDLETTERS ON WHITE ACRYLIC.

LEGEND

EXISTING DOCK PHOTO KEY


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' - 9

"

2' - 0" 45' - 4" 9' - 10" 13' - 1 1/2" 19' - 6 1/2" 2' - 0" 46' - 0" 2' - 0" 81' - 10" 2' - 0" 1' - 2" 44' - 10" 2' - 0"

15' -

0"

10' - 6" 14' - 7 1/2"

6' - 11" 13' - 6 1/2" 3' - 6"3' - 0"

44' - 10" 2' - 0"

FE

FE

FE

FE

FE

6' - 0"

LOADING DOCK

BOLLARDS

LIGHT WALL

PTD STRIPING

C8

C8

C8C8

C8

C8

FDFD

FD

FD

FD

FDFE

2A8.00

SIM

3A8.00

SIM

MOP & BROOMHOLDER

4A8.00

SIM

SECURITY GRILLE

FE

FE

BOLLARDS

1. FLOOR ELEVATIONS INDICATED ARE FOR REFERENCE ONLY.REFER TO STRUCTURAL DRAWINGS FOR SPECIFIC ELEVATIONS,WARP IN PRECAST DOUBLE TEES AND CONCRETE WASHLOCATIONS AND ELEVATIONS.

2. REFER TO STRUCTURAL DRAWINGS FOR CONCRETE SLAB ONGRADE ELEVATIONS, CONTROL JOINTS, AND WARPING INSPECIFIC ELEVATIONS.

3. REFER TO STRUCTURAL DRAWINGS FOR LITEWALL OPENINGS.

4. PARKING LINES ARE FOR REFERENCE ONLY. REFER TO PK-SERIES FOR STRIPING PLANS, DIMENSIONS, ENLARGEDENTRY/EXIT PLANS AND BOLLARD LOCATIONS AND DIMENSIONS.

5. REFER TO PK-SERIES FOR SIGN SCHEDULE AND GRAPHICDETAILS.

GENERAL PLAN NOTES:


Drawing No.

ABCDEFGHJK

1

2

3

4

5

6

7

8

1

2

3

4

5

6

7

8

ABCDEFGHJK

ARCHITECT

M/E/P ENGINEER

STRUCTURAL ENGINEER

CIVIL ENGINEER

DATE

JOB NO.

DRAWN BY

SCALE





6/4/

2010

2:2

1:17

PM

C:\U

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\Doc

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CC

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3/32" = 1'-0"

A2.00



GROUND LEVEL PLAN





PARKING GARAGETWO

06/04/2010

20858.00

Author

3/32" = 1'-0"1GROUND LEVEL PLAN

PLAN NORTH


thopkins2309Area Measurement46,448 sf



thopkins2309Area Measurement652 sf


thopkins2309Area Measurement486 sf

UP

UP

DN

1

2

2345678

EE

CC

BB

AA

2A4.10

1A4.10

5.26.26.8

DD

A4.01

1

A4.01

2

ELEV 2

STAIR 2

3A4.10

1' - 0" 23' - 10" 1' - 0" 23' - 0" 12' - 0" 36' - 0" 12' - 0" 36' - 0" 48' - 0" 36' - 0" 47' - 10" 1' - 0"

277' - 8"

2' -

0"48

' - 6

"16

' - 0

"4'

- 0"

4' -

0"36

' - 6

"16

' - 0

"4'

- 0"

4' -

0"48

' - 6

"2'

- 0"

15' -

9"

1' -

0"29

' - 5

"16

' - 4

"12

' - 7

1/2

"35

' - 1

0 1/

2"16

' - 0

"4'

- 0"

4' -

0"50

' - 6

"

185'

- 6"

SS ARCH MESH SCREEN

SS ARCHMESH SCREEN

PTD STL CANOPYBELOW (SEE A3.00FOR DIMENSIONS)

PTD STL CANOPYBELOW (SEE A3.00FOR DIMENSIONS)

5.8 5.6

F

0.5

B.7

0.60.80.9

A7.002

A7.012

2A8.00

453' - 1"

A8.2010

4A8.00

ELEV 1

STAIR 1

A4.00 2

E.4

E.9

452' - 8"

A7.003

A7.013

RAMP UP 204' @ 5.2% = 10'-7 1/2"

CONCRETETOPPING

A4.001

E.1

5.7 1.92.1

B.9

B.8

1A8.00

A8.201

A8.2013

15' -

9"

45' -

9"

6 1/

2"11

' - 3

1/2

"

1"

48' -

7"

61' -

6"

1' -

0"1'

- 0"

1' - 7 1/2" 7' - 8 3/4" 11' - 9 1/4" 4' - 7 1/2"

10' - 6" 14' - 7 1/2"

6' - 11" 13' - 6 1/2" 3' - 6"3' - 0"

3' - 4 1/2"

11' - 3 1/2" 1" 21' - 3" 2" 1' - 0"

2' - 0" 45' - 4" 9' - 10" 6' - 0" 13' - 1 1/2" 19' - 6 1/2" 2' - 0" 46' - 0" 2' - 0" 46' - 0" 2' - 0" 33' - 10" 2' - 0" 1' - 2" 44' - 10" 2' - 0"

4' -

7 1/

2"11

' - 9

1/4

"7'

- 8

3/4"

1' -

7 1/

2" 15'

- 9"

45' -

9"

60' -

6"

61' -

6"

1' -

0"

2' - 0" 21' - 10" 2' - 0" 34' - 0" 2' - 0" 46' - 0" 2' - 0" 34' - 0" 2' - 0" 46' - 0" 2' - 0" 34' - 0" 2' - 0" 45' - 10" 2' - 0"

2' -

0"13

' - 9

"

FE

FE

FE

FE

FE

FE

FE

HIC

KOR

Y R

IDG

E BU

ILD

ING

BOLLARDS

LIGHT WALL

PTD STRIPING

SLAB WASH

FD

FD

FD

FD

FD

FD

FD

FD

2A8.00

SIM

3A8.00

SIM

4A8.00

SIM






GENERAL PLAN NOTES:


Drawing No.

ABCDEFGHJK

1

2

3

4

5

6

7

8

1

2

3

4

5

6

7

8

ABCDEFGHJK

ARCHITECT

M/E/P ENGINEER

STRUCTURAL ENGINEER

CIVIL ENGINEER

DATE

JOB NO.

DRAWN BY

SCALE





6/4/

2010

2:2

1:29

PM

C:\U

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3/32" = 1'-0"

A2.01



TYPICAL LEVEL PLAN





PARKING GARAGETWO

06/04/2010

20858.00

Author

3/32" = 1'-0"1TYPICAL LEVEL PLAN

PLAN NORTH



DN

DN

1

2

2345678

EE

CC

BB

AA

2A4.10

1A4.10

5.26.26.8

DD

A4.01

1

A4.01

2

ELEV 2

STAIR 2

3A4.10

1' - 0" 23' - 10" 1' - 0" 23' - 0" 12' - 0" 36' - 0" 12' - 0" 36' - 0" 48' - 0" 36' - 0" 47' - 10" 1' - 0"

277' - 8"

1' -

0"14

' - 9

"1'

- 0"

45' -

9"

12' -

7 1

/2"

35' -

10

1/2"

12' -

0"

12' -

0"

49' -

6"

1' -

0"

SS ARCH MESH SCREEN

SS ARCHMESH SCREEN

5.8 5.6

F

0.5

B.7

0.60.80.9

A7.014

A7.004

2A8.00

4A8.00

ELEV 1

STAIR 1

A7.015

A7.005

509

511

A4.00 2

E.4

E.9

RAMP DN 204' @ 5.2% = 10'-7 1/2"

A4.001

E.1

485' - 8"

486' - 1"

5.7 1.92.1

B.9

B.8

1A8.00

A7.5015

3' - 4 1/2"

11' - 3 1/2" 1" 21' - 3" 2" 1' - 0"

9' - 10" 6' - 0" 13' - 1 1/2"

4' -

7 1/

2"11

' - 9

1/4

"7'

- 8

3/4"

1' -

7 1/

2" 15'

- 9"

45' -

9"

60' -

6"

61' -

6"

1' -

0"

185'

- 6"

16' -

4"

12' -

7 1

/2"

FE

FE

FE

FE

FE

FE

FE

HIC

KOR

Y R

IDG

E BU

ILD

ING

BOLLARDS

LIGHT WALL

PTD STRIPING

SLAB WASH

1' -

0"13

4' -

0"50

' - 6

"

POLE MTDFIXTURES

229' - 8" 48' - 0"

FD

FD

FD

FD

FD

FD

2A8.00

SIM

3A8.00

SIM

4A8.00

SIM

15' -

9"






GENERAL PLAN NOTES:


Drawing No.

ABCDEFGHJK

1

2

3

4

5

6

7

8

1

2

3

4

5

6

7

8

ABCDEFGHJK

ARCHITECT

M/E/P ENGINEER

STRUCTURAL ENGINEER

CIVIL ENGINEER

DATE

JOB NO.

DRAWN BY

SCALE





6/4/

2010

2:2

1:34

PM

C:\U

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t

3/32" = 1'-0"

A2.02



FIFTH LEVEL PLAN





PARKING GARAGETWO

06/04/2010

20858.00

Author

3/32" = 1'-0"1FIFTH LEVEL PLAN

PLAN NORTH



1

2

2345678

EE

CC

BB

AA

5.26.26.8

DD

5.8 5.6

F

0.5

B.7

0.60.80.9

E.4

E.9

E.1

5.7 1.92.1

B.9

B.8

EQEQ

EQ EQ

12' - 0" 12' - 0" 12' - 0" 5' - 10"

16' -

9"

30' -

0" T

YP

10' -

0" 1' -

0"

10' -

0"

9' -

0"12

' - 0

"

7' -

0"12

' - 0

"12

' - 0

"12

' - 0

"

7' -

0"

EQ30

' - 0

" TYP

EQ30

' - 0

" TYP

16' -

9"

EQ EQTYP

EQ 6' - 0" 6' - 0"

EQ

12' -

0"

6' -

0"6'

- 0"

12' -

0"

7' -

6"

EQ

6' -

0"6'

- 0"

EQ

5' -

0"5'

- 0"

6' -

0"

EQEQ

26' -

0"

EQEQ

EQ 18' - 0" EQ

5' -

5"2'

- 11

"

11' - 2" 11' - 0" 11' - 0" 11' - 2"

1' - 6" 44' - 4"

1' -

6"27

' - 4

7/8

"13'

- 8

3/8"

13' -

8 3

/8"

2' - 11" 5' - 5"

EQEQ

EQEQ

EQEQ

EQ EQ

10' - 0" 8' - 0" 9' - 0" 18' - 0" 9' - 0"

TYP

8' - 0"

TYP

16' - 0"

A7.109

SIM

A7.109

SIM

LINEAR FLUORESCENT

EXIT SIGN

EXIT SIGN, WALL MTD

DOWNLIGHT

RCP LEGEND

GENERAL NOTES:1. ALL FIXTURES ARE TO BE CENTRALLYLOCATED IN THE SPACE, UNO.


Drawing No.

ABCDEFGHJK

1

2

3

4

5

6

7

8

1

2

3

4

5

6

7

8

ABCDEFGHJK

ARCHITECT

M/E/P ENGINEER

STRUCTURAL ENGINEER

CIVIL ENGINEER

DATE

JOB NO.

DRAWN BY

SCALE





6/4/

2010

2:2

1:43

PM

C:\U

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\Doc

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Cen

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t

3/32" = 1'-0"

A3.00



GROUND LEVEL REFLECTEDCEILING PLAN





PARKING GARAGETWO

06/04/2010

20858.00

Author

3/32" = 1'-0"1GROUND LEVEL REFLECTED CEILING PLAN

PLAN NORTH


1

2

2345678

EE

CC

BB

AA

5.26.26.8

DD

5.8 5.6

F

0.5

B.7

0.60.80.9

E.4

E.9

STAIR 2

ELEV 2

STAIR 1

ELEV 1E.1

5.7 1.92.1

B.9

B.8

A7.109

EQ30

' - 0

" TYP

EQ30

' - 0

" TYP

16' -

9"

EQ EQTYP

EQEQ

EQ 6' - 0" 6' - 0"

EQ

EQ

6' -

0"6'

- 0"

EQ

EQEQ

A7.109

SIM16

' - 9

"30

' - 0

" TYP

EQEQ

EQ EQ

LINEAR FLUORESCENT

EXIT SIGN

EXIT SIGN, WALL MTD

DOWNLIGHT

RCP LEGEND

GENERAL NOTES:1. ALL FIXTURES ARE TO BE CENTRALLYLOCATED IN THE SPACE, UNO.


Drawing No.

ABCDEFGHJK

1

2

3

4

5

6

7

8

1

2

3

4

5

6

7

8

ABCDEFGHJK

ARCHITECT

M/E/P ENGINEER

STRUCTURAL ENGINEER

CIVIL ENGINEER

DATE

JOB NO.

DRAWN BY

SCALE





6/4/

2010

2:2

1:47

PM

C:\U

sers

\tmar

quis

\Doc

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CC

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Cen

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Balti

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3/32" = 1'-0"

A3.01



TYPICAL LEVEL REFLECTEDCEILING PLAN





PARKING GARAGETWO

06/04/2010

20858.00

Author

3/32" = 1'-0"1TYPICAL LEVEL REFLECTED CEILING PLAN

PLAN NORTH


PRECAST CONCRETE, FINISH 1


ARCHITECTURAL CIP CONCRETE

ELEVATION KEY

PJ: PANEL JOINT

CJ: CONTROL JOINT

EJ: EXPANSION JOINT

Ground Level440' - 0"

Level 2453' - 1"

Level 3464' - 1"

Level 4475' - 1"

Level 5486' - 1"

ECBA

2A4.10

Level 6_497' - 1"

1A4.10

D F

4A8.00

C1 C5

GALV STL GUARDRAIL

PRECAST CONCRETESHEARWALL, FINISH 2

PRECAST CONCRETE,FINISH 2

PTD STL CANOPY

ALUMINUMCURTAIN WALL


PREFINISHED ALUMSECURITY GRILLES

ADD ALT #1ADD ALT #1

GALV STL GUARDRAILSYSTEM

PTD STL BOLLARDS W/TOP RAIL

PRECAST CONCRETE COLUMNS& SPANDRELS, FINISH 1 TYP

P J

61' - 6" 60' - 6" 45' - 9" 15' - 9" 25' - 9"

2' - 0" 2' - 0"

SECURITYCAMERA, NIC

SECURITYCAMERA, NIC

PRECAST CONCRETESHEARWALL, FINISH 2

P J P J P J

10' -

0" T

YP

C J C J C J C J C J C J

EQ EQ EQ EQ EQEQ

L4 L5 L6 L7 L8


Level 2453' - 1"

Level 3464' - 1"

Level 4475' - 1"

Level 5486' - 1"

E C B A

Level 0.5435' - 0"

2A4.10

Level 6_497' - 1"

1A4.10

DF B.7

2A8.00

GALV STL GUARDRAIL SS ARCH MESH SCREEN


ARCHITECTURALPRECAST CONCRETE,FINISH 2


PTD STL CANOPY



PRECAST CONCRETECOLUMNS & SPANDRELS,FINISH 1, TYP

PRECAST CONCRETE SHEARWALL, FINISH 2

C13 C9

C8C4

3 EQ PANELS 3 EQ PANELS 4 EQ PANELS

GALV STLGUARDRAILSYSTEM

PRECASTCONCRETE, FINISH 1

P J

25' - 9" 15' - 9" 45' - 9" 11' - 11" 48' - 7" 61' - 6"

SECURITY CAMERA, NIC

SECURITY CAMERA

P JP J P J

P J

P J

P J

P J

C J C J C J C J

10' -

0" T

YP

439' - 7"T.O. WALL

PANEL TYPE 1 TYPE 2 TYPE 1 TYPE 2 TYPE 1 TYPE 2 TYPE 1 TYPE 2 TYPE 1 TYPE 2 TYPE 1


Drawing No.

ABCDEFGHJK

1

2

3

4

5

6

7

8

1

2

3

4

5

6

7

8

ABCDEFGHJK

ARCHITECT

M/E/P ENGINEER

STRUCTURAL ENGINEER

CIVIL ENGINEER

DATE

JOB NO.

DRAWN BY

SCALE





6/4/

2010

2:2

2:07

PM

C:\U

sers

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\Doc

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CC

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t

3/32" = 1'-0"

A4.00



EXTERIOR ELEVATIONS





PARKING GARAGETWO

06/04/2010

20858.00

Author 3/32" = 1'-0"2BUILDING ELEVATION - SOUTH

3/32" = 1'-0"1BUILDING ELEVATION - NORTH



Level 2453' - 1"

Level 3464' - 1"

Level 4475' - 1"

Level 5486' - 1"

1345678

Level 0.5435' - 0"

5.26.26.8

23' - 10" 1' - 0" 23' - 0" 12' - 0" 36' - 0" 12' - 0" 36' - 0" 48' - 0" 35' - 10"

1' - 2"

46' - 10" 25' - 9"

3A4.10

GALV STLGUARDRAIL SYSTEM

ARCH CIP CONCRETE KNEE WALL



PTD STL CANOPY



SS ARCH MESH SCREEN MTL GUARDRAIL

0.5

PTD STL CANOPY

C7C3

C2C6

5.7 1.92.1

1A8.00

E J C J C J C J C J C J C JC JC JC JC JC J

4 EQ PANELS3 EQ PANELS4 EQ PANELS4 EQ PANELS2 EQ PANELS4 EQ PANELS

TYPE 2TYPE 1TYPE 2 TYPE 2 TYPE 1 TYPE 2 TYPE 1TYPE 1TYPE 2TYPE 1TYPE 2TYPE 1TYPE 2TYPE 1TYPE 2TYPE 1TYPE 2TYPE 2 TYPE 1 TYPE 2 TYPE 1

ARCH CIP CONCRETE


Level 2453' - 1"

Level 3464' - 1"

Level 4475' - 1"

Level 5486' - 1"

1 2 3 4 5 6 7 8

Level 0.5435' - 0"

Level 6_497' - 1"

5.2 6.2 6.8

23' - 10"1' - 0"23' - 0"12' - 0"36' - 0"12' - 0"36' - 0"48' - 0"36' - 0"47' - 10"25' - 9"

3A4.10

PRECAST CONCRETEFINISH 2


PRECAST CONCRETEWALL, FINISH 1

PREFINISHED ALUMINUMSECURITY GRILLE

PRECAST CONCRETEWALL, FINISH 1

0.5

ARCHITECTURAL CIPCONCRETE

GALV STL GUARDRAIL

C14

C10

ADD ALT #2

ADD ALT #2

2' - 0"

SECURITY CAMERA, NIC

P J

P JP J

P J

P J

10' -

0" T

YP

EQ EQ EQ EQ

SECURITYCAMERA, NIC

EQ EQ

CJCJ CJ CJ

CJ CJ CJ CJ CJ

CJ CJ CJCJ CJCJ

ARCH CIP CONCRETE

L1 L2

L3




ELEVATION KEY

PJ: PANEL JOINT

CJ: CONTROL JOINT

EJ: EXPANSION JOINT


Drawing No.

ABCDEFGHJK

1

2

3

4

5

6

7

8

1

2

3

4

5

6

7

8

ABCDEFGHJK

ARCHITECT

M/E/P ENGINEER

STRUCTURAL ENGINEER

CIVIL ENGINEER

DATE

JOB NO.

DRAWN BY

SCALE





6/4/

2010

2:2

2:35

PM

C:\U

sers

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\Doc

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CC

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age_

Cen

tral_

Balti

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e_tm

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is.rv

t

3/32" = 1'-0"

A4.01



EXTERIOR ELEVATIONS





PARKING GARAGETWO

06/04/2010

20858.00

Author 3/32" = 1'-0"1BUILDING ELEVATION - EAST

3/32" = 1'-0"2BUILDING ELEVATION - WEST



Level 2453' - 1"

Level 3464' - 1"

Level 4475' - 1"

Level 5486' - 1"

1 2 3 4 5 6 7 8

Level 0.5435' - 0"

5.2 6.2 6.83A4.100.5

SOG BEYOND WALL

6' -

0"3'

- 0"

LIGHT WALL (EXCLUDING 3'-10" PARAPET) = 8570 SFOPENINGS = 99 @ 18 SF = 1782 SF20% OPEN

489' - 11"

CABLE & CHAIN LINKFOR FALL PROTECTION,SEE STRUCTURAL

A8.004

SIMOH

A8.004

SIM

T.O. WALL

PRECASTCONCRETE,FINISH 2

POLE MTD LIGHT FIXTURES


Level 2453' - 1"

Level 3464' - 1"

Level 4475' - 1"

Level 5486' - 1"

1 3 4 5 6 7 8

Level 0.5435' - 0"

Level 6_497' - 1"

5.2 6.2 6.83A4.10

GALV STL GUARDRAIL

SS ARCH MESH SCREEN

PRECAST CONCRETEFINISH 2



CURTAIN WALL

5.60.6 0.8 0.9 1.9 2.1

A8.013

SIM

1A8.00

A8.003

CMU INFILL ABOVEB.O. PRECAST TEE

A9.109L1


Level 2453' - 1"

Level 3464' - 1"

Level 4475' - 1"

Level 5486' - 1"

E C B A

Level 0.5435' - 0"

2A4.10

Level 6_497' - 1"

1A4.10

D

GALV STL GUARDRAIL

PRECAST CONCRETESHEERWALL, FINISH 2



F

T.O. PARAPETVARIES

A8.001 OH

POLE MTD LIGHT FIXTURES


Drawing No.

ABCDEFGHJK

1

2

3

4

5

6

7

8

1

2

3

4

5

6

7

8

ABCDEFGHJK

ARCHITECT

M/E/P ENGINEER

STRUCTURAL ENGINEER

CIVIL ENGINEER

DATE

JOB NO.

DRAWN BY

SCALE





6/4/

2010

2:2

2:50

PM

C:\U

sers

\tmar

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\Doc

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is.rv

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3/32" = 1'-0"

A4.10



BUILDING SECTIONS





PARKING GARAGETWO

06/04/2010

20858.00

Author

3/32" = 1'-0"2BUILDING SECTION - LONGITUDINAL - WEST

3/32" = 1'-0"1BUILDING SECTION - LONGITUDINAL - EAST

3/32" = 1'-0"3BUILDING SECTION


UP

DN

UP

DN

UP

DN

DN

E

6.2

1A7.10

2A7.10

6' -

7 1/

2"

1' -

0 1/

2"1'

- 2"

4' -

8"3'

- 8"

2' -

0"

9' - 10" 6' - 0"

4' -

2 7/

8"

1' -

5 1/

2"

3' -

6"4'

- 11

"

RETAINING WALLBELOW

ELEV 1

STAIR 1

5.8

F

GUARDRAIL

EMR103

439' - 1 1/2"

7' -

10"

7' - 10"

103

E.4

E.9

E.1

2A8.01

3A8.01

5.7

439' - 1 1/2"

11 E

Q T

REA

DS

11' -

0"

5' -

6 5/

8"7'

- 11

3/8

"

1' -

2 1/

8"10

' - 7

1/8

"

5' - 2"

A8.204

SIM

A8.206

A8.2012

A8.208

A7.506

SIM

FE

19' -

2"

9' - 10" 6' - 0" 12' - 1 1/2"

1' - 0"1' - 6" 15' - 4 1/2" 11' - 3 1/2"

9 1/2"

8' -

4"

7' - 10"

2'x2'x2'SUMPPUMP

ELEV PITLADDER

2' -

2 1/

2"4'

- 7

1/2"

11' -

9 1

/4"

7' -

8 3/

4"

1' -

7 1/

2"

20' -

0"

6' -

0"9

1/2"

1' -

2"

FE

P12R/C8R

P12R/C8R

C1

C5

C7

A7.113

6

E

6.2

1A7.10

2A7.10

5.8

F

STAIR 1

ELEV 1

SLAB WASH

GUARDRAIL

486' - 1"

C11

509

C9

E.4

E.9

JTJT

JT

E.1

2A8.01

3A8.01

5.7

A8.202

A8.203

4 1/

2"4'

- 7

1/2"

11' -

9 1

/4"

7' -

8 3/

4"

1' -

7 1/

2"

480' - 10 1/2"

A8.206

A8.207

SIM

A7.5013

SIM

CANOPY ABOVE

2' -

0"3'

- 8"

4' -

8"1'

- 2"

9' - 10" 6' - 1" 12' - 0 5/8"8 1/2"

1' - 6" 12' - 0" 3' - 4 1/2" 11' - 3 1/2" 6"PRECAST PANELBELOW

A7.5010

SIM

7 1/

2"23

' - 6

"10

"1'

- 2"

5' -

5 1/

2"

9 EQ

TR

EAD

S

9' -

0"

6' -

4 7/

8"

9 EQ

TR

EAD

S

9' -

0"

5' - 2" 4" 5' - 2"

3' -

6"

1' -

5 1/

2"

1' -

9 3/

4"

PRECAST SPANDRELBELOW

8' -

4"

7' - 10"

SB

DOWNSPOUT &SPLASHBLOCK

C1

C3

C5

C7

A7.113

SIM

E

6.2

1A7.10

2A7.10

5.8

F

2" E

J

STAIR 1

ELEV 1

MTL MESH SCREEN

2" WASH

453' - 1"

C1

C13

C3

C9

C7

C5

E.4

E.9

5' - 2"4"

5' - 2"

JTJT

JT

A7.116

E.1

2A8.01

3A8.01

5.7

A7.10

8

4 7

3' -

0"3'

- 6"

13' -

6"

5' -

11 1

/2"

10"

1' -

2"

4' -

8"3'

- 8"

2' -

0"

5' -

5 1/

2"

12 E

Q T

REA

DS

12' -

0"

6' -

9 3/

8"

5' -

5 1/

2"

9 EQ

TR

EAD

S

9' -

0"9'

- 9

3/8"

446' - 1 1/4"

A8.204

SIM

A8.205

A8.207

SIM

A8.206

A7.5010

SIM

2' -

2 1/

2"4'

- 7

1/2"

11' -

9 1

/4"

7' -

8 3/

4"1'

- 7

1/2"

9' - 10" 6' - 1" 12' - 0 5/8"1' - 0"

10' -

4"

1' -

2"

1' - 6" 15' - 4 1/2" 11' - 3 1/2"9 1/2"

1' -

10 3

/4"

8' -

4"

7' - 10"

3' -

6"

1' -

5 1/

2"

A7.5010

SIM

PRECASTSPANDREL, BELOW

A7.113

SIM

6

E

6.2

1A7.10

2A7.10

5.8

F

FACE OFCURTAINWALLBELOW

SCUPPER

1/4"/12"SLOPE

1/4"

/12"

SLO

PE

E.1

2A8.01

3A8.01

5.7

PANEL JT

29' -

0 1

/8"

16A8.30

1' - 11" 3' - 0" 3' - 5"

LOUVERBELOW

7' - 10"

10' -

4"

1' -

2"

GUTTER

9' - 10" 5' - 11 1/2" 12' - 11"

1' - 6" 12' - 0" 3' - 4 1/2" 11' - 3 1/2" 6 1/2"

5"

24' -

1 1

/2"

1' -

7 1/

2"

2' -

10 1

/8"

1' -

9 1/

4"


E

6.2

1A7.10

2A7.10

5.8

F

E.4

E.9

JTJT

JT

E.1

A8.207

2A8.01

3A8.01

5.7

A8.206

9' - 10" 6' - 1" 12' - 0 5/8" 1' - 0"

9 EQ

TR

EAD

S

9' -

0"

9 EQ

TR

EAD

S

9' -

0"

8' -

10"

6' -

4 7/

8"

5' -

5 1/

2"9'

- 9

3/8"

5' - 2"4"

5' - 2"

2' -

0"3'

- 8"

4' -

8"1'

- 2"

458' - 10 1/2"

464' - 1"

A8.204

A8.205

SIM

A7.5010

SIM

A7.5010

SIM

1' - 6" 15' - 4 1/2" 11' - 3 1/2" 9 1/2"

3' -

0"3'

- 6"

13' -

6"

5' -

11 1

/2"

10"

1' -

2"6'

- 10

"11

' - 9

1/4

"7'

- 8

3/4"

1' -

7 1/

2"

3' -

6"

1' -

5 1/

2"

8' -

4"

7' - 11"

ELEV 1

1' -

9 3/

4"

C3

C5

C7

C13

C9

C1

A7.113

SIM

5

B

7A7.00

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

9' -

6"6"

1' -

6"8'

- 0"

5T @

1'-0

" = 5

' - 0

"3'

- 0"


B

Level 0.5435' - 0"

442' - 1"

3' -

7 5/

8"

6R @

5.7

"

2' -

10 3

/8"

3' -

0"

T.O. WALL

6" 9' - 6"

HANDRAIL BRACKETS4'-0" O.C. MAX1 1/4" NOMGALVANIZED STL RAIL

A7.505

SIM OH

WALL MOUNTED HANDRAIL,REF DTL 2/A7.50


Drawing No.

ABCDEFGHJK

1

2

3

4

5

6

7

8

1

2

3

4

5

6

7

8

ABCDEFGHJK

ARCHITECT

M/E/P ENGINEER

STRUCTURAL ENGINEER

CIVIL ENGINEER

DATE

JOB NO.

DRAWN BY

SCALE





6/4/

2010

2:2

2:56

PM

C:\U

sers

\tmar

quis

\Doc

umen

ts\H

CC

_Par

king

_Gar

age_

Cen

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Balti

mor

e_tm

arqu

is.rv

t

1/4" = 1'-0"

A7.00



CORE 1 PLANS





PARKING GARAGETWO

06/04/2010

20858.00

Author

1/4" = 1'-0"1GROUND LEVEL CORE 1 - ENLARGED PLAN

PLAN NORTH

0 4'2' 8'

1/4" = 1'-0"4LEVEL 5 CORE 1 - ENLARGED PLAN

1/4" = 1'-0"2SECOND LEVEL CORE 1 - ENLARGED PLAN 1/4" = 1'-0"

5 ROOF CORE 1 - ENLARGED PLAN

1/4" = 1'-0"3LEVELS 3 & 4 CORE 1 - ENLARGED PLAN

1/4" = 1'-0"6STAIR 3 - ENLARGED PLAN

1/4" = 1'-0"7STAIR 3 - SECTION

SIM


UP

DNDN

UP

DN

UP

1

C

EMR102

STAIR 2

ELEV 2

1' - 2" 1' - 11" 3' - 6" 4' - 11"

1' - 2" 4' - 8" 3' - 8" 2' - 0"

0.50.60.80.9

11 1

/2"

5' -

2"4"

5' -

2"

8' - 3"

7' -

10"

8' - 1"

9' -

10"

102

C10 C14

C8

C6

1A7.11

2A7.11

A7.113

B.9

B.8

2A8.01

SIM

18 EQ TREADS

18' - 0" 5' - 2 1/8"

A8.206

A8.204

SIM

A8.208

9' -

10"

6' -

1"12

' - 0

5/8

"1'

- 0"

16' -

4"

6 1/

2"

11' -

3 1

/2"

9 1/

2"

1' - 2" 9 1/2" 6' - 0" 13' - 6" 3' - 6" 3' - 0"

1' - 7 1/2" 7' - 8 3/4" 11' - 9 1/4" 4' - 7 1/2" 2' - 2 1/2"

7' -

10"

8' - 4"2'x2'x2' SUMPPUMP

ELEVATOR PITLADDER

FE

A7.502

SIM

P12R/C8R

P12R/C8R

C2

1

C

0.50.60.80.9

2" WASH

GUARDRAIL

485' - 8"

C10

C12

511

C4

C6

C8

A9.10 8

1A7.11

2A7.11

PRECAST SPANDRELBELOW

ELEV 2

STAIR 2

JTJT

JT

B.9

B.8

2A8.01

SIM

2' - 2"11" 3' - 6"

11 1

/2"

1' - 2" 4' - 8" 3' - 8" 2' - 0"

5' - 5 1/2"

8' - 2 1/2"

9 EQ TREADS

9' - 0" 6' - 4 7/8"

480' - 5 1/2"

8' - 2 1/2"

A7.5010

SIM

A8.202

A8.206

A8.207

SIM

A7.5013

SIM

A8.203

CANOPYABOVE

METAL MESH SCREEN

9' -

10"

6' -

1"12

' - 0

5/8

"8

1/2"

16' -

4"

6 1/

2"

11' -

3 1

/2"

6"

1' - 9 3/4"

1' - 2" 9 1/2" 23' - 6 1/2" 7 1/2"

1' - 7 1/2" 7' - 8 3/4" 11' - 9 1/4" 4' - 7 1/2"4 1/2"

7' -

10"

8' - 4"

SB


9 EQ TREADS

9' - 0"

C2

A7.113

3A8.01

SIM

1

C

0.50.60.80.9

STAIR 2

ELEV 2

2" EJ

452' - 8"

C2

C14

C4

C6

C8

C10

1A7.11

2A7.11

JTJT

JT

B.9

B.8

2A8.01

SIM

2' - 2"

11" 3' - 6"

5"5'

- 2"

4"5'

- 2"

1' - 2" 9 1/2"6' - 0" 13' - 6" 3' - 6" 3' - 0"

1' - 2" 4' - 8" 3' - 8" 2' - 0"

9' - 9 1/2"

9 EQ TREADS

9' - 0" 5' - 5 1/2"

8' - 9 3/8"

10 EQ TREADS

10' - 0" 5' - 5 1/2"

446' - 10"

A7.5010

SIM

A8.206

A8.204

SIM

A8.205

SIM

A8.207

SIM

9' -

10"

6' -

1"12

' - 0

5/8

"1'

- 0"

16' -

4"

6 1/

2"

11' -

3 1

/2"

9 1/

2"

1' - 9 3/4"

A7.5010

SIM

1' - 7 1/2"7' - 8 3/4" 11' - 9 1/4" 4' - 7 1/2" 2' - 2 1/2"

7' -

10"

8' - 4"

A7.113

3A8.01

SIM

1

C

0.50.9

FACE OF CURTAINWALLBELOW

SCUPPER

A9.10 8

1A7.11

2A7.11

SLO

PE1/4"/12"SLOPE

B.9

B.8

PAN

EL J

T

2A8.01

SIM

EQ3'

- 0"

EQ

10' - 4"

9' -

10"

5' -

11 1

/2"

12' -

11"

16' -

4"

6 1/

2"11

' - 3

1/2

"6

1/2"

2' - 10 1/8"1' - 7 1/2"

24' - 1 1/2" 5"

29' - 0 1/8"

1' - 9 1/4"


GUTTER

3A8.01

SIM

1

C

0.50.60.80.9

1A7.11

2A7.11

JTJT

JT

STAIR 2

B.9

B.8

2A8.01

SIM

2' - 2" 11" 3' - 6"

5"5'

- 2"

4"5'

- 2"

452' - 8"

8' - 9 1/2"

10 EQ TREADS

10' - 0" 5' - 5 1/2"

9' - 9 1/2"

9 EQ TREADS

9' - 0" 5' - 5 1/2"

446' - 10"

A8.204

SIM

A8.206

A8.205

SIM

9' -

10"

6' -

1"12

' - 0

5/8

"1'

- 0"

4' - 8" 3' - 8" 2' - 0"

1' - 9 3/4"

1' - 2" 9 1/2" 6' - 0" 13' - 6" 3' - 6" 3' - 0"

1' - 7 1/2" 7' - 8 3/4" 11' - 9 1/4" 4' - 7 1/2" 2' - 2 1/2"

16' -

4"

6 1/

2"11

' - 3

1/2

"9

1/2"

A7.5010

SIM

A7.5010

SIM

ELEV 2

7' -

10"

8' - 4"

A8.207

SIM

A7.113

C6

C4

C8

C14C10

C2

3A8.01

SIM


Drawing No.

ABCDEFGHJK

1

2

3

4

5

6

7

8

1

2

3

4

5

6

7

8

ABCDEFGHJK

ARCHITECT

M/E/P ENGINEER

STRUCTURAL ENGINEER

CIVIL ENGINEER

DATE

JOB NO.

DRAWN BY

SCALE





6/4/

2010

2:2

3:02

PM

C:\U

sers

\tmar

quis

\Doc

umen

ts\H

CC

_Par

king

_Gar

age_

Cen

tral_

Balti

mor

e_tm

arqu

is.rv

t

1/4" = 1'-0"

A7.01



CORE 2 PLANS





PARKING GARAGETWO

06/04/2010

20858.00

Author

1/4" = 1'-0"1GROUND LEVEL CORE 2 - ENLARGED PLAN

1/4" = 1'-0"4LEVEL 5 CORE 2 - ENLARGED PLAN

1/4" = 1'-0"2SECOND LEVEL CORE 2 - ENLARGED PLAN

1/4" = 1'-0"5ROOF CORE 2 - ENLARGED PLAN

1/4" = 1'-0"3TYP LEVEL CORE 2 - ENLARGED PLAN

PLAN NORTH


Level 3464' - 1"

Level 4475' - 1"

6 6.2

1A7.10

PRECAST CONCRETE

CURTAINWALL

MTLGUARDRAIL

5.85.6

C1

Level 2 Core 1453' - 1"

Level 3 Core 1464' - 1"

Level 4 Core 1475' - 1"

Ground Level Core 1439' - 1 1/2"

Level 5 Core 1486' - 1"

A7.115

2' x 2' x 2'SUMP PIT W/GRATECOVER,BEHIND

A7.114

WATERPROOFINGMEMBRANE

FOUNDATIONDRAIN

7" FROM CL RAILTO F.O. WALL

2 1/2 X 5/8 FLATGALV STLSTRINGER W/ 3/4"DIA BAR RUNGS

HOT DIPPED GALVSTL LADDERBOLTED TO STLANGLES ANDBOLTED TOCONC FLR

3A8.01

5.7

T.O. PARAPET

A8.014

A8.013

SIMOH

Level 6 Core 1499' - 8"

501' - 5"

1" 11' - 3 1/2" 3' - 4 1/2" 12' - 0"

PIT

4' -

0"13

' - 1

1 1/

2"11

' - 0

"11

' - 0

"11

' - 0

"12

' - 3

1/8

"8

1/8"

1 3/

4"

7' -

0" T

YP

8' -

9" T

YP

A8.3018

8' -

7"

A7.5014

7' - 10"

HYDRAULICHOLE

E

2A7.10

PRECASTCONCRETE, FINISH2 (ALL SIDES)

ALUMINUMCURTAIN WALLBEYOND

MTL GUARDRAIL

F

EJ, TYP

KNEEWALL

SPANDRELBEYOND

E.4 E.9

Level 2 Core 1453' - 1"

Level 3 Core 1464' - 1"

Level 4 Core 1475' - 1"

Ground Level Core 1439' - 1 1/2"

Level 5 Core 1486' - 1"

9R @

6.9

5"

5' -

2 1/

2"

10R

@ 6

.95"

5' -

9 1/

2"

9R @

6.9

5"

5' -

2 1/

2"

10R

@ 6

.95"

5' -

9 1/

2"

9R @

6.9

5"

5' -

2 1/

2"

10R

@ 6

.95"

5' -

9 1/

2"

12R

@ 6

.98

6' -

11 3

/4"

12R

@ 6

.98

6' -

11 3

/4"

13' -

7"

11' -

0"

11' -

0"

11' -

0"

13' -

11

1/2"

1/4"/1' SLOPE

E.1

1' - 7 1/2" 7' - 8 3/4" 11' - 9 1/4" 4' - 7 1/2"

2A8.01

A8.011

Level 6 Core 1499' - 8"

11T @ 1'-0" = 11' - 0"

LIGHTFIXTURE

497' - 4"A8.30

19 OHA8.30

22 OH

1

A7.50TYP

A7.503

SIM

A7.507

SIM OH

6' - 8"

7' -

6"

3' -

0"

HANDRAIL

2 1/2"

GLASS BACK

3' - 3"

7' -

4"

6' - 8"

7' -

6"

5' - 5"

3' -

0"

HANDRAIL

6' -

8"

5' - 5"

RECESSED LIGHTS

REVEALS


Drawing No.

ABCDEFGHJK

1

2

3

4

5

6

7

8

1

2

3

4

5

6

7

8

ABCDEFGHJK

ARCHITECT

M/E/P ENGINEER

STRUCTURAL ENGINEER

CIVIL ENGINEER

DATE

JOB NO.

DRAWN BY

SCALE





6/4/

2010

2:2

3:18

PM

C:\U

sers

\tmar

quis

\Doc

umen

ts\H

CC

_Par

king

_Gar

age_

Cen

tral_

Balti

mor

e_tm

arqu

is.rv

t

As indicated

A7.10



CORE 1 SECTIONS





PARKING GARAGETWO

06/04/2010

20858.00

Author 1/4" = 1'-0"2STAIR 1 - CROSS SECTION

1/4" = 1'-0"1STAIR 1 - LONGITUDINAL SECTION

1/2" = 1'-0"4ELEVATOR CAB - BACK ELEVATION

1/2" = 1'-0"7ELEVATOR CAB - FRONT ELEVATION

1/2" = 1'-0"8ELEVATOR CAB - SIDE ELEVATION

1/2" = 1'-0"9ELEVATOR CAB - REFLECTED CEILING PLAN


CB.7

Level 2 Core 2452' - 8"

Level 3 Core 2463' - 8"

Level 4 Core 2474' - 8"

Level 5 Core 2485' - 8"

Ground Level Core 2435' - 9"

B.9B.8

A7.115

A8.014

SIM

Level 6 Core 2499' - 3"

1" 11' - 3 1/2" 6 1/2"

HOISTBEAM

501' - 0"T.O. WALL

7' -

0" T

YP

8' -

9" T

YP

1' -

3 7/

8"12

' - 3

1/8

"11

' - 0

"11

' - 0

"11

' - 0

"16

' - 1

1"4'

- 0"

A7.5014

7' - 10" CLR

HYDRAULICHOLE

2' x 2' x 2'SUMP PIT W/GRATECOVER,BEHINDWATERPROOFING

MEMBRANE

FOUNDATIONDRAIN

7" FROM CL RAILTO F.O. WALL

2 1/2 X 5/8 FLATGALV STLSTRINGER W/ 3/4"DIA BAR RUNGS

HOT DIPPED GALVSTL LADDERBOLTED TO STLANGLES ANDBOLTED TOCONC FLR

10.5 0.6 0.8 0.9

Level 2 Core 2452' - 8"

Level 3 Core 2463' - 8"

Level 4 Core 2474' - 8"

Level 5 Core 2485' - 8"

Ground Level Core 2435' - 9"

2A7.11

19R

@ 7

"

11' -

1"

10R

@ 7

"

5' -

10"

10R

@ 6

.95"

5' -

9 1/

2"

9R @

6.9

5"

5' -

2 1/

2"

10R

@ 6

.95"

5' -

9 1/

2"

9R @

6.9

5"

5' -

2 1/

2"

10R

@ 6

.95"

5' -

9 1/

2"

9R @

6.9

5"

5' -

2 1/

2"

16' -

11"

11' -

0"

11' -

0"

11' -

0"

13' -

7"

1' - 7 1/2"7' - 8 3/4"11' - 9 1/4"4' - 7 1/2"

Level 6 Core 2499' - 3"

A8.3022

18T @ 1'-0" = 18' - 0"

9T @ 1'-0" = 9' - 0"

1/4"/1' SLOPE496' - 11"


ALUMINUM CURTAINWALL BEYOND

MTL GUARDRAIL

EJ, TYP

LIGHT FIXTURE

A8.3019

A7.503

SIMOH

B.O

. FIX

TUR

E

11' -

7"

1

A7.50

A7.5011 OH

A7.507

SIM OH

0.80.9

11" 3' - 6" OPNG 2' - 5 3/4"

10" CMU

PRECASTPANEL

1' - 0"

5A7.11

E2

A7.10

Level 2 Core 1453' - 1"

SS ELEVDOORS

2" SS FRAME

HALL CALLBUTTON

BACK OFCURTAINWALLALIGNS W/ EDGEOF PRECAST

CMU

3' -

6"

8' -

9"

7' -

0"

6' - 10 3/4" 2' - 2"

1' - 0"

Level 2 Core 1453' - 1"

1"

1' - 0"

2"

SILL

JAMB

HEAD

1/2"

1' -

9"

6"x4"x3/8" LLV

7'-0" AFF

3'-6

" DO

OR

2"

10" CMU

SEALANT

1/2" JT

PRECAST PANEL1' - 0"

BOND BEAM LINTEL

9 5/8"

1' - 0"

4"

1"

OPEN JT W/ SEALANT

CMU

Level 0.5435' - 0"

STEEL GRATINGSUMP PIT COVERCUT OUT PIPINGAS REQ

1'-4" x 1'-4" x 1/8" GALVWELDED ANGLE FRAME W/1/4" DIA. GALV EXPANSIONBOLTS @ 16" OC @ WALL &WELDED STUD ANCHORS@ SLAB @ 16" OC

2' - 0" x 2' - 0"

2' -

0"

GALV STEEL GRATING W/1X1/8" BARS, 1-3/16" OC ANDCROSS BARS @ 4" OC. COVERFLUSH W/ CONC SLAB

1/8" X 1" NEOPRENE PAD

WATER STOP


Drawing No.

ABCDEFGHJK

1

2

3

4

5

6

7

8

1

2

3

4

5

6

7

8

ABCDEFGHJK

ARCHITECT

M/E/P ENGINEER

STRUCTURAL ENGINEER

CIVIL ENGINEER

DATE

JOB NO.

DRAWN BY

SCALE





6/4/

2010

2:2

3:29

PM

C:\U

sers

\tmar

quis

\Doc

umen

ts\H

CC

_Par

king

_Gar

age_

Cen

tral_

Balti

mor

e_tm

arqu

is.rv

t

As indicated

A7.11



CORE 2 SECTIONS





PARKING GARAGETWO

06/04/2010

20858.00

Author

1/4" = 1'-0"2STAIR 2 - CROSS SECTION

1/4" = 1'-0"1STAIR 2 - SECTION

1" = 1'-0"3PLAN DTL - ELEVATOR DOOR ENLARGED PLAN

1/2" = 1'-0"6ELEVATION - ELEVATOR LOBBY

1" = 1'-0"5TYP ELEVATOR HEAD & SILL

1 1/2" = 1'-0"4SUMP @ ELEVATOR PIT


2 1/2" NOM (2.815")GALVANIZED STLGUARDRAIL, PTD

1 1/4" NOM (1.660")GALVANIZED STL

POST, PTD

1 1/4" NOM(1.660")

GALVANIZED STLRAIL, PTD

3"x1-1/2"x .177" (7GA)WELDED WIRE

MESH / (2) ANGLE5/8"x5/8"x1/8"FRAME, PTD

2 1/2"x 2"x1/4" STEELCONNECTION

PLATE, PTD

1"

6 5/8"

3"

4 7/8"

3" 7 5/8"

6"3'

- 0"

1

A7.50

PRECASTCONCRETE,

FINISH 3

2 1/2" NOM (2.875")GALVANIZED STLGUARDRAIL, PTD

1 1/4" NOM (1.660")GALVANIZED STLPOST, PTD

1 1/4" NOM (1.660")GALVANIZED STLRAIL, PTD

3"x1-1/2"x.177" (7GA)WELDED WIRE MESH W/(2) ANGLE 5/8"x5/8"x1/8"FRAME, PTD

2 1/2"x2"x1/4" STEELCONNECTION PLATE,PTD

GALVANIZED PIPESLEEVE

6 3/

4"

2"

1/2"

3"

1"

3' -

9 1/

4"

1

A7.50

PRECASTCONCRETE, FINISH 3

3' -

0"


GUARDRAIL

1 1/4" NOM (1.660")GALVANIZED STL POST

1 1/4" NOM (1.660")GALVANIZED STL RAIL

3"x1-1/2"x.177" (7GA)WELDED WIRE MESH /

(2) ANGLE 5/8"x5/8"x1/8"FRAME

2 1/2"x2"x1/4" STEELCONNECTION PLATE

GALVANIZED PIPESLEEVE

10" 3 3/8"

6"3'

- 6"

6"3'

- 0"

3 3/8"

3 3/

4"

1

A7.50


3 3/

4"

5 3/

4"

2' -

6"

3 3/8"

3"

2 1/2" NOM GALVANIZED STLGUARDRAIL, PTD

1 1/4" NOM GALVANIZED STLRAIL, PTD

1 1/4" NOM GALVANIZED STLPOST, PTD

2 1/2" x 2" x 1/4" STLCONNECTION PLATE, PTD

3" x 1 1/2" x .177"WELDED WIREMESH

(2) 5/8" x 5/8" X1/8" STL ANGLEFRAME, PTD

1"

GALVANIZED STL PIPESLEEVE

3'-6" AFF

3'-0" AFF

1

A7.50


1 1/4" NOM GALVANIZEDSTL RAIL, PTD

1 1/4" NOM GALVANIZEDSTL POST, PTD

2" x 1/2" OPPOSITE TOPPANEL CONNECTIONPLATE W/ 3/8" DIAEXPANSION BOLT

2 1/2" x 2" x 1/4" STLPLATE CONNECTION,PTD, TYP

(2) 5/8" x 5/8" x 1/8" STLANGLE FRAME, PTD

3 1/

2"

3 3/8" 2 1/2"

4"

PRECAST CONC WALL

3" ABRASIVE NOSING,TYP

1

A7.50


3" ABRASIVE NOSING TYP

7 3/8"

4"-

5' -

2"5'

- 2"

1' - 0"

-

2' - 0"

3"4"

3"

10"

ROUND END CAP



GALVANIZED STLHANDRAIL BRACKET, PTD,4'-0" O.C. MAX

2 1/2" x 2" x 1/4" STLPLATE CONNECTION,PTD, TYP


1

A7.50


1 1/4" NOM (1.660"OD)GALVANIZEDHANDRAIL &RAILING POST

2 1/2" NOM (2.875" OD)GALVANIZED STLGUARDRAILW/ MITERED CORNERS

3'-6" AFF

1/2" DIA. ROD BRACKET

3 3/

4"6"

3 5/16"

6 5/

8"

GALV STL ANGLEBRACKETS

S

1 1/4" NOM(1.660" OD)GALV STLRAILING POST

ANCHORING CEMENT

CONCSLAB/STAIR

GALV STEELSHIMSAS REQUIRED

GALV PIPESLEEVEW/ (4) LUGS

8"

S

3" MTL NOSING

CONCRETE STAIRS

POSITIVE SLOPE1/8" PER 12"

LENGTH OF NOSING = TREAD LENGTH - 6"

3"

R 1/2"

1"

TREAD

1' - 0"

RIS

ER

1 1/4" NOM (1.660")GALV RAIL

3"x2"x0.177" (7 GA)GALV WELDED WIREMESH PANEL WITH (2)ANGLE 5/8"x5/8"x1/8"FRAME

1/2" DIA. ROD BRACKET

2 1/2" NOM (2.875")GALV RAIL

1 1/4" NOM (1.660")GALV RAIL

6 5/

8"2'

- 4"

2 7/

8"4

1/2"

8"

3 5/16"

3 3/

4"

6"

CONC SLAB/STAIR

GALV STL PIPE SLEEVE

NOTE: ALL GUARD ANDHANDRAIL ELEMENTS INSTAIR CORES TO BEGALVANIZED AND PAINTED,ALL SITE RAIL ELEMENTS TOBE GALVANIZED.

3'-0" AFF

A7.508

SIM

A7.509

SIM

3" ABRASIVENOSING TYP

11 1/4"

-5'

- 2"

1' - 0"

7"3"

10"

ROUND END CAP



GALVANIZED STL HANDRAILBRACKET, PTD, 4'-0" O.C. MAX

2 1/2" x 2" x 1/4" STL PLATECONNECTION, PTD, TYP



3/4" NOM GALVSTL PIPEWELDED TOHANDRAIL - ONESIDE ONLY

8"

3 3/4" 1/2"

SLIPCONNECTION1 1/4" NOM(1.660" OD)PIPE - TYP

INTERIOR PIPE RAIL SLEEVESHALL BE WELDED TODOWNSLOPE PIPE RAIL IN ALLCASES

6"48" OC MAX

4"

1 3/

4"

3 7/8"

1/2"

1/8" CAPPLATE, TYP

1/2" DIA BENT STLROD WELD TO PLATE& RAIL PTD TYP

HOT DIPPED GALVANIZED AFTER FABRICATION

BRACKETS 48" OC MAX

ALLOW 3"CLEARANCEAT APC BASE

1/4" x 4" DIA. STLPLATE W/ EASEDEDGES & (3)COUNTERSUNK5/16" DIA. OHMSW/ DBL ACTINGLEAD SHIELD(5/8" DIA. x 1-1/2")

1-1/4" NOM (1.660OD) PIPE - TYP

NOTE: ALL GUARD ANDHANDRAIL ELEMENTS INSTAIR CORES TO BEGALVANIZED AND PAINTED,ALL SITE RAIL ELEMENTS TOBE GALVANIZED.

4

E

1/2"4"

TYP

1' - 0" O.C.

2 1/

2"1/

2"

15

A8.30

2 1/2" NOM (2.875) GALVRAIL

PRECAST CONCRETE COLUMN

GALV STL BAR RAILBRACKET AT 12" O.C.

PRECAST CONCRETE

SS FASTENERS

ARCHITECTURAL SSMESH SCREEN BELOW

3" ABRASIVE NOSING TYP

11 1/4"

-5'

- 2"

7"3"

10"

ROUND END CAP

1 1/4" NOM GALVANIZED STL RAIL, PTD

1 1/4" NOM GALVANIZED STL POST, PTD

PREFINISHED ALUMCURTAIN WALL SYSTEM

2 1/2" x 2" x 1/4" STL PLATECONNECTION, PTD, TYP

(2) 5/8" x 5/8" x 1/8" STL ANGLE FRAME, PTD

TYPR 5

3/8"

7 3/8" 10 1/2"

1/4" COMPOSITE METALPANEL TO MATCH CURTAINWALL


GALV HANDRAIL BRACKET,PTD

CONCRETE KNEE WALLBELOW

STL COLUMN WITHINTUMESCENTFIREPROOFING


RETURN TO WALL

1' - 0" VARIES 1' - 0"

RADIUS BEND

RETURN TO WALL


RAIL, PTD

GALVANIZED STLHANDRAIL

BRACKER, PTD 4'-0"O.C. MAX

3' -

0"

3' -

0"

PRECASTCONCRETE,

FINISH 3NOTE:SEE DETAIL 4/A7.50 FOR TYPICAL WALLMOUNTED HANDRAIL DETAILS


Drawing No.

ABCDEFGHJK

1

2

3

4

5

6

7

8

1

2

3

4

5

6

7

8

ABCDEFGHJK

ARCHITECT

M/E/P ENGINEER

STRUCTURAL ENGINEER

CIVIL ENGINEER

DATE

JOB NO.

DRAWN BY

SCALE





6/4/

2010

2:2

3:36

PM

C:\U

sers

\tmar

quis

\Doc

umen

ts\H

CC

_Par

king

_Gar

age_

Cen

tral_

Balti

mor

e_tm

arqu

is.rv

t

As indicated

A7.50



STAIR & RAIL DETAILS





PARKING GARAGETWO

06/04/2010

20858.00

Author

1" = 1'-0"7RAILING DETAIL @ TYP FLOOR

1" = 1'-0"3RAILING DETAIL @ TYP MID-LEVEL LANDING

1" = 1'-0"14GUARDRAIL END ELEVATION

1" = 1'-0"11RAILING DETAIL @ TOP FLOOR

1" = 1'-0"13RAILING PLAN @ TOP FLOOR

1" = 1'-0"10RAILING PLAN @ TYP MID LEVEL LANDING

3" = 1'-0"8TYPICAL HAND & GUARDRAIL DETAIL

3" = 1'-0"9TYPICAL RAILING POST INSERT DETAIL

1 1/2" = 1'-0"5TYPICAL INTERIOR STAIR TREAD/RISER DETAIL

1 1/2" = 1'-0"1TYPICAL SECTION DETAIL @ GUARDRAIL & HANDRAIL

1" = 1'-0"6RAILING PLAN @ CORE 1 GROUND FLOOR

3" = 1'-0"4TYPICAL WALL MTD HANDRAIL DETAILS

1" = 1'-0"15PLAN DTL - ROOF GUARDRAIL

1" = 1'-0"2RAILING PLAN @ CORE 2 GROUND FLOOR

1" = 1'-0"12TYPICAL WALL MOUNTED HANDRAIL ELEVATION


Level 2453' - 1"

Level 3464' - 1"

Level 5486' - 1"

1

Level 0.5435' - 0"

CMU WALL BEYOND

ARCHITECTURALPRECAST WALLBEYOND, FINISH 2

2' - 0" UNO 10" 3 3/4"

22' -

0"

11' -

0"

A8.3015

DRIVEWAY

BOLLARDSWITH TOPRAIL,BEYOND

PRECASTCONCRETESPANDRELPANEL,FINISH 1

SS TENSIONRAIL - BOTTOMMECHANICALLYFASTENED TOPRECAST

SS ARCHMESH SCREEN

FINISHEDFACES

SS TENSIONRAIL -INTERMEDIATESUPPORT

FINISHEDFACES


STRUCTURALCONCRETEDOUBLE TEE

CIP CONCRETESLAB WASH



SS TENSIONRAIL - TOPMECHANICALLYFASTENED TOPRECAST

FINISHEDFACES




GALV STLGUARDRAIL

1' - 0"

2' - 0" UNO 10" 3 3/4"

2' - 0" UNO 10" 3 3/4"

42" A

FF M

IN

VAR

IES

2"

42" A

FF M

IN

VAR

IES

2"

4

' - 4

"

1

1' -

0"

13' -

6"

1

3' -

4"CLEARANCEBAR

8' -

2"

18' -

1"

7"

8" TYP

PTD STL CANOPY. MITRE,WELD, & GRIND CORNERSPRIOR TO PAINTING

CANOPYBRACING

Level 3Level 4

475' - 1"

2' - 11" 5' - 5"

A8.301

A8.302

6"3'

- 2"

2"

42" A

FF M

IN

FALLPROTECTION

FALLPROTECTION

CURB,BEYOND

3' -

0"


Level 2453' - 1"

Level 3464' - 1"

Level 5486' - 1"

8

FACE OFSHEAR WALLBEYOND

PREFINISHEDALUMINUMSECURITY GRILLE

13' -

1"

11' -

0"

22' -

0"

LOADINGDOCK

FINISHEDFACES




1' - 0"

2' - 0" UNO 10"

2' - 0" UNO 10"

2' - 0" UNO 10"

2"

42" A

FF M

IN

VAR

IES

2"

42" A

FF M

IN

VAR

IES

FINISHEDFACES




A8.3015




Level 3Level 4

475' - 1"

SLAB ON GRADE

A8.3011

A8.3010

SIM

GALV STLGUARDRAIL

42" A

FF M

IN

2"VA

RIE

S

Level 2453' - 1"

Level 3464' - 1"

Level 5486' - 1"

E

Level 0.5435' - 0"

CIP KNEE WALL @WALKWAY

Level 3Level 4

475' - 1"

24' -

4"

13' -

6"

11' -

0"

22' -

0"

SIDEWALK

TYP SLAB ON GRADE,EL. VARIES

PRE-CASTCONCRETECOPING

3/8" SS PLATE,EMBEDDED INGROUT JOINT


SS TENSIONRAIL - BOTTOMMECHANICALLYFASTENED TOPRECAST

SS ARCHMESH SCREEN

FINISHEDFACES

SS TENSIONRAIL -INTERMEDIATESUPPORT

howard community college - parking garage ......ahu air handling unit al aluminum alt alternate alum...

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