howard community college - parking garage ......ahu air handling unit al aluminum alt alternate alum...
TRANSCRIPT
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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
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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
0
COLUMN GRIDLINE
DETAIL CALLOUT
BUILDING / WALL SECTION
WINDOW TYPE
DOOR NUMBER
1
A101
SIMELEVATION
C1
/1 A101 VIEW REFERENCE
A1
© COPYRIGHT AYERS/SAINT/GROSS, 2009
Drawing No.
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ABCDEFGHJK
ARCHITECT
M/E/P ENGINEER
STRUCTURAL ENGINEER
CIVIL ENGINEER
DATE
JOB NO.
DRAWN BY
SCALE
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.
6/4/
2010
3:5
4:44
PM
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As indicated
G0.10
1040 Hull Street, Suite 100Baltimore, MD 21230410.347.8500
CONSTRUCTION DOCUMENTS
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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SHEET PREVIOUSLY ISSUED
SHEET ISSUED FOR REFERENCE ONLY
SUB - SUBMITTAL ISSUEDBUL - BULLETIN ISSUEDREV - REVISION ISSUED
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NEWGENERATORLOCATION
DUMPSTERN.I.C.
DUMPSTERN.I.C.
+/- 31'-0"
HICKORY RIDGE BUILDING
A3
A4
A1
A1
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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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HICKORY RIDGE BUILDING
+/- 443' - 3"
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GENERAL KEYNOTE
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
© COPYRIGHT AYERS/SAINT/GROSS, 2009
Drawing No.
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ABCDEFGHJK
ARCHITECT
M/E/P ENGINEER
STRUCTURAL ENGINEER
CIVIL ENGINEER
DATE
JOB NO.
DRAWN BY
SCALE
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.
6/4/
2010
2:2
1:09
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
A1.01
1040 Hull Street, Suite 100Baltimore, MD 21230410.347.8500
CONSTRUCTION DOCUMENTS
ENLARGED PLANS - EXISTINGCONDITIONS & DEMOLITION
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
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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HIC
KOR
Y R
IDG
E BU
ILD
ING
E.1
BOLLARDS
435' - 9"
5.7 1.92.1
B.9
B.8
3' - 4 1/2"
11' - 3 1/2" 1" 21' - 3" 2" 1' - 0"
A7.006
1A8.00
A8.209
145' - 10" 46' - 0" 2' - 0" 34' - 0" 2' - 0" 27' - 9" 20' - 1"
2' -
0"48
' - 6
"4'
- 0"
4' -
0"16
' - 0
"36
' - 6
"4'
- 0"
4' -
0"16
' - 0
"32
' - 1
0"17
' - 8
"
23' - 10"
3 BAYS
KNEE WALL
1' - 7 1/2" 7' - 8 3/4" 11' - 9 1/4" 4' - 7 1/2"
436' - 9 1/2"
2' -
0"13
' - 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:
© COPYRIGHT AYERS/SAINT/GROSS, 2009
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
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.
6/4/
2010
2:2
1:17
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
3/32" = 1'-0"
A2.00
1040 Hull Street, Suite 100Baltimore, MD 21230410.347.8500
CONSTRUCTION DOCUMENTS
GROUND LEVEL PLAN
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
3/32" = 1'-0"1GROUND LEVEL PLAN
PLAN NORTH
Revision Description Date
thopkins2309Area Measurement46,448 sf
thopkins2309Area Measurement1,591 sf
thopkins2309Area Measurement1,881 sf
thopkins2309Area Measurement652 sf
thopkins2309Area Measurement1,782 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
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:
© COPYRIGHT AYERS/SAINT/GROSS, 2009
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
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.
6/4/
2010
2:2
1:29
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
3/32" = 1'-0"
A2.01
1040 Hull Street, Suite 100Baltimore, MD 21230410.347.8500
CONSTRUCTION DOCUMENTS
TYPICAL LEVEL PLAN
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
3/32" = 1'-0"1TYPICAL LEVEL PLAN
PLAN NORTH
Revision Description Date
thopkins2309Area Measurement45,029 sf
-
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"
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:
© COPYRIGHT AYERS/SAINT/GROSS, 2009
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
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.
6/4/
2010
2:2
1:34
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
3/32" = 1'-0"
A2.02
1040 Hull Street, Suite 100Baltimore, MD 21230410.347.8500
CONSTRUCTION DOCUMENTS
FIFTH LEVEL PLAN
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
3/32" = 1'-0"1FIFTH LEVEL PLAN
PLAN NORTH
Revision Description Date
thopkins2309Area Measurement45,029 sf
-
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.
© COPYRIGHT AYERS/SAINT/GROSS, 2009
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
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.
6/4/
2010
2:2
1:43
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
3/32" = 1'-0"
A3.00
1040 Hull Street, Suite 100Baltimore, MD 21230410.347.8500
CONSTRUCTION DOCUMENTS
GROUND LEVEL REFLECTEDCEILING PLAN
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
3/32" = 1'-0"1GROUND LEVEL REFLECTED CEILING PLAN
PLAN NORTH
Revision Description Date
-
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.
© COPYRIGHT AYERS/SAINT/GROSS, 2009
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
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.
6/4/
2010
2:2
1:47
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
3/32" = 1'-0"
A3.01
1040 Hull Street, Suite 100Baltimore, MD 21230410.347.8500
CONSTRUCTION DOCUMENTS
TYPICAL LEVEL REFLECTEDCEILING PLAN
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
3/32" = 1'-0"1TYPICAL LEVEL REFLECTED CEILING PLAN
PLAN NORTH
Revision Description Date
-
PRECAST CONCRETE, FINISH 1
PRECAST CONCRETE, FINISH 2
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
PRECAST CONCRETE,FINISH 1
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
Ground Level440' - 0"
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
ARCHITECTURAL CIP CONCRETE
ARCHITECTURALPRECAST CONCRETE,FINISH 2
ARCHITECTURALPRECAST CONCRETE,FINISH 2
PTD STL CANOPY
ALUMINUMCURTAIN WALL
ALUMINUMCURTAIN WALL
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
© COPYRIGHT AYERS/SAINT/GROSS, 2009
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
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.
6/4/
2010
2:2
2:07
PM
C:\U
sers
\tmar
quis
\Doc
umen
ts\H
CC
_Par
king
_Gar
age_
Cen
tral_
Balti
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arqu
is.rv
t
3/32" = 1'-0"
A4.00
1040 Hull Street, Suite 100Baltimore, MD 21230410.347.8500
CONSTRUCTION DOCUMENTS
EXTERIOR ELEVATIONS
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 3/32" = 1'-0"2BUILDING ELEVATION - SOUTH
3/32" = 1'-0"1BUILDING ELEVATION - NORTH
Revision Description Date
-
Ground Level440' - 0"
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
ARCHITECTURALPRECAST CONCRETE,FINISH 2
PRECAST CONCRETE,FINISH 2
PTD STL CANOPY
ALUMINUMCURTAIN WALL
ALUMINUMCURTAIN WALL
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
Ground Level440' - 0"
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
ALUMINUMCURTAIN WALL
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
PRECAST CONCRETE, FINISH 1
PRECAST CONCRETE, FINISH 2
ARCHITECTURAL CIP CONCRETE
ELEVATION KEY
PJ: PANEL JOINT
CJ: CONTROL JOINT
EJ: EXPANSION JOINT
© COPYRIGHT AYERS/SAINT/GROSS, 2009
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
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.
6/4/
2010
2:2
2:35
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
3/32" = 1'-0"
A4.01
1040 Hull Street, Suite 100Baltimore, MD 21230410.347.8500
CONSTRUCTION DOCUMENTS
EXTERIOR ELEVATIONS
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 3/32" = 1'-0"1BUILDING ELEVATION - EAST
3/32" = 1'-0"2BUILDING ELEVATION - WEST
Revision Description Date
-
Ground Level440' - 0"
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
Ground Level440' - 0"
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
PRECAST CONCRETE,FINISH 2
ALUMINUMCURTAIN WALL
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
Ground Level440' - 0"
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
PRECAST CONCRETE,FINISH 2
ALUMINUMCURTAIN WALL
F
T.O. PARAPETVARIES
A8.001 OH
POLE MTD LIGHT FIXTURES
© COPYRIGHT AYERS/SAINT/GROSS, 2009
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
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.
6/4/
2010
2:2
2:50
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
3/32" = 1'-0"
A4.10
1040 Hull Street, Suite 100Baltimore, MD 21230410.347.8500
CONSTRUCTION DOCUMENTS
BUILDING SECTIONS
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
3/32" = 1'-0"2BUILDING SECTION - LONGITUDINAL - WEST
3/32" = 1'-0"1BUILDING SECTION - LONGITUDINAL - EAST
3/32" = 1'-0"3BUILDING SECTION
Revision Description Date
-
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"
DOWNSPOUT &SPLASHBLOCK
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"
Ground Level440' - 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
© COPYRIGHT AYERS/SAINT/GROSS, 2009
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
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.
6/4/
2010
2:2
2:56
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"
A7.00
1040 Hull Street, Suite 100Baltimore, MD 21230410.347.8500
CONSTRUCTION DOCUMENTS
CORE 1 PLANS
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
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
Revision Description Date
-
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
DOWNSPOUT &SPLASHBLOCK
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"
DOWNSPOUT &SPLASHBLOCK
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
© COPYRIGHT AYERS/SAINT/GROSS, 2009
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
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.
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
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e_tm
arqu
is.rv
t
1/4" = 1'-0"
A7.01
1040 Hull Street, Suite 100Baltimore, MD 21230410.347.8500
CONSTRUCTION DOCUMENTS
CORE 2 PLANS
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
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
Revision Description Date
-
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
© COPYRIGHT AYERS/SAINT/GROSS, 2009
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
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.
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
1040 Hull Street, Suite 100Baltimore, MD 21230410.347.8500
CONSTRUCTION DOCUMENTS
CORE 1 SECTIONS
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 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
Revision Description Date
-
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"
PRECAST CONCRETE,FINISH 2
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
© COPYRIGHT AYERS/SAINT/GROSS, 2009
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
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.
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
1040 Hull Street, Suite 100Baltimore, MD 21230410.347.8500
CONSTRUCTION DOCUMENTS
CORE 2 SECTIONS
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
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
Revision Description Date
-
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"
2 1/2" NOM (2.875")GALVANIZED STL
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
PRECAST CONCRETE,FINISH 3
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
PRECAST CONCRETE,FINISH 3
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
PRECAST CONCRETE,FINISH 3
3" ABRASIVE NOSING TYP
7 3/8"
4"-
5' -
2"5'
- 2"
1' - 0"
-
2' - 0"
3"4"
3"
10"
ROUND END CAP
1 1/4" NOM GALVANIZEDSTL RAIL, PTD
1 1/4" NOM GALVANIZEDSTL POST, PTD
GALVANIZED STLHANDRAIL BRACKET, PTD,4'-0" O.C. MAX
2 1/2" x 2" x 1/4" STLPLATE CONNECTION,PTD, TYP
(2) 5/8" x 5/8" x 1/8" STLANGLE FRAME, PTD
1
A7.50
PRECAST CONCRETE,FINISH 3
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
1 1/4" NOM GALVANIZEDSTL RAIL, PTD
1 1/4" NOM GALVANIZEDSTL POST, PTD
GALVANIZED STL HANDRAILBRACKET, PTD, 4'-0" O.C. MAX
2 1/2" x 2" x 1/4" STL PLATECONNECTION, PTD, TYP
(2) 5/8" x 5/8" x 1/8" STLANGLE FRAME, PTD
PRECAST CONCRETE, FINISH 3
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
1 1/4" NOM GALVANIZEDSTL RAIL, PTD
GALV HANDRAIL BRACKET,PTD
CONCRETE KNEE WALLBELOW
STL COLUMN WITHINTUMESCENTFIREPROOFING
PRECAST CONCRETE, FINISH 3
RETURN TO WALL
1' - 0" VARIES 1' - 0"
RADIUS BEND
RETURN TO WALL
1 1/4" NOM (1.660")GALVANIZED STL
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
© COPYRIGHT AYERS/SAINT/GROSS, 2009
Drawing No.
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ARCHITECT
M/E/P ENGINEER
STRUCTURAL ENGINEER
CIVIL ENGINEER
DATE
JOB NO.
DRAWN BY
SCALE
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.
6/4/
2010
2:2
3:36
PM
C:\U
sers
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\Doc
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As indicated
A7.50
1040 Hull Street, Suite 100Baltimore, MD 21230410.347.8500
CONSTRUCTION DOCUMENTS
STAIR & RAIL DETAILS
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
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
Revision Description Date
-
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
PRECASTCONCRETESPANDRELPANEL,FINISH 1
STRUCTURALCONCRETEDOUBLE TEE
CIP CONCRETESLAB WASH
STRUCTURALCONCRETEDOUBLE TEE
CIP CONCRETESLAB WASH
SS TENSIONRAIL - TOPMECHANICALLYFASTENED TOPRECAST
FINISHEDFACES
PRECASTCONCRETESPANDRELPANEL,FINISH 1
STRUCTURALCONCRETEDOUBLE TEE
CIP CONCRETESLAB WASH
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"
Ground Level440' - 0"
Level 2453' - 1"
Level 3464' - 1"
Level 5486' - 1"
8
FACE OFSHEAR WALLBEYOND
PREFINISHEDALUMINUMSECURITY GRILLE
13' -
1"
11' -
0"
22' -
0"
LOADINGDOCK
FINISHEDFACES
PRECASTCONCRETESPANDRELPANEL,FINISH 1
STRUCTURALCONCRETEDOUBLE TEE
CIP CONCRETESLAB WASH
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
PRECASTCONCRETESPANDRELPANEL,FINISH 1
STRUCTURALCONCRETEDOUBLE TEE
CIP CONCRETESLAB WASH
A8.3015
PRECASTCONCRETESPANDRELPANEL,FINISH 1
STRUCTURALCONCRETEDOUBLE TEE
CIP CONCRETESLAB WASH
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
PRECASTCONCRETESPANDRELPANEL,FINISH 1
SS TENSIONRAIL - BOTTOMMECHANICALLYFASTENED TOPRECAST
SS ARCHMESH SCREEN
FINISHEDFACES
SS TENSIONRAIL -INTERMEDIATESUPPORT