Upload
others
View
9
Download
0
Embed Size (px)
Citation preview
ELECTRICAL PANELBOARD
FIRE EXTINGUISHER CABINET
GENERAL CONTRACT (OR)
FINNED TUBE RADIATION
FIRE-RESISTANT COATING
ELECTRIC WATER COOLER
CSMT CASEMENT
CS
CPT
CPTT
CONST
CORR
CU
CONT
CONTR
COORD
CONTINUOUS or CONTINUE
CAST STONECARPET TILE
CARPET
CONTRACT (OR)
CONSTRUCTION
COPPER
CORRIDOR
COORDINATE
GB
GA
GC
FT
FTR
FTG
GAUGE OR GAGE
GRAB BAR
FOOT, FEET
FOOTING
CONC
CONN
CO
COL
COMB
CEM PLAS
CLR
CMU
CEMENT PLASTER (PORTLAND)
CONCRETE MASONRY UNIT
CONCRETE
CONNECTION
COLUMN
CLEANOUT
COMBINATION
CLEAR (ANCE)
FRC
FRCB
FP
FLR PL
FPM
FIBER REINFORCED
CEMENTITIOUS BOARD
FEET PER MINUTE
FLOOR PLATE
FIREPROOF
CLL
CL
CLG
CIR
CH
CJ
CI
CONTRACT LIMIT LINE
CONTROL JOINT
CEILING HEIGHT
CEILING
CENTER LINE
CIRCLE
CAST IRON
FOM
FOF
FOC
FLR
FLEX
FLUOR
FACE OF MASONRY
FACE OF CONCRETE
FACE OF FINISH
FLUORESCENT
FLOOR (ING)
FLEXIBLE
CG
CEM
CUFT
CFLG
CFM
CAB
CB CATCH BASIN, CORNER BEAD
CUBIC FEET PER MINUTE
CORNER GUARD
CUBIC FOOT (FEET)
COUNTERFLASHING
CEMENT
CABINET
FIXT
FH
FHC
FIN
FHS
FGL
FIN FLR
FE
FEC
FDTN
FIRE HOSE STATION
FIRE HOSE CABINET
FIRE HYDRANT
FINISH (ED)
FINISHED FLOOR
FIBERGLASS
FIRE EXTINGUISHER
FIXTURE
FOUNDATION
BS
BSMT
BTU
BC
BM
BOT
BRITISH THERMAL UNIT
BASEMENT
BOTH SIDES
BOTTOM OF CURB
BENCH MARK
BOTTOM
F
FA
FC BRK
FD
FAHRENHEIT
FIRE ALARM
FLOOR DRAIN
FACE BRICK
EXT EXTERIOR
BLDG
BD
BTWN
BKR
BITUM
BUILDING
BITUMINOUS
BETWEEN
BACKER ROD
BOARD
EXIST
EXP
EXH
EST
EWC
EQ
EQUIP
EXPANSION, EXPOSED
EXPANSION JOINT
EXISTING
EXHAUST
ESTIMATE
EQUAL
EQUIPMENT
AUTO
AVE
ASTM
ASPH
ASSY
ARCH
APPROX
ASTM INTERNATIONAL
AVENUE
AUTOMATIC
EP
ENCL
EMER
ELEV
ELEC
EMERGENCY
ENCLOSE (URE)
ELECTRIC (AL)
ELEVATOR
ASSEMBLY
ASPHALT
ARCHITECT (URAL)
APPROXIMATE
EL
ELAST
EF
EA
ELASTOMERIC
ELEVATION
EACH FACE
EACH
MULL MULLION
MTL
MTL FUR
MTD
MIN
MO
MISC
MLDG
METAL FURRING
METAL
MASONRY OPENING
MOUNT (ED) (ING)
MOLDING, MOULDING
MISCELLANEOUS
MINIMUM
SLV
SMSLNT
SF
SHTHG
SIM
SKYLT
SHT
SQUARE FOOT (FEET)
SHEET METAL
SLEEVE
SEALANT
SIMILAR
SKYLIGHT
SHEET
SHEATHING
MFR
MH
MANUFACTURE (R)
MANHOLE
MECH
MEMB
MED
MAX
MBR
MEMBRANE
MECHANIC (AL)
MAXIMUM
MASTER BEDROOM
MEDIUM
SECT
SD
SC
SCHED
SCRN
RET
RWC
ROW
S
STORM DRAIN
SECTION
SOLID CORE
RAIN WATER CONDUCTOR
RIGHT OF WAY
SOUTH
SCHEDULE
SCREEN
RETURN
WELDED WIRE FABRIC
WEATHERSTRIPPINGWST
WWF
WAINSCOT
WATER RESISTANT
WORKING POINT
WATERPROOF (ING),
WEATHERPROOF
WSCT
WR
WPT
W/O
WP
WITHOUT
MAS
LVR
LT WT CONC
LT
MASONRY
LIGHTWEIGHT CONCRETE
LOUVER
LIGHT
RO
RLG
RM
RES
REV
RFG
REFL
RH
ROUGH OPENING
REVISION (S), REVISED
REFLECT (ED) (IVE)
RAILING
ROOM
RESILIENT
ROOFING
RIGHT HANDWINDOW (S)
WALL HUNG, WATER HYDRANT,
WATER CLOSET
WIN
WH
WD
WC
W
W/
WEST
WITH
WOOD
LP
LH
LL
LOC
LAV
LAB
L
LEFT HAND
LABORATORY
LOW POINT
LENGTH, LONG
LAVATORY
LIVE LOAD
LOCATION
REQD
REF
REG
REINF
REM
RECPT
REC
RCP
RD
REQUIRED
REINFORCE (D) (ING)
RECEPTACLE
REFLECTED CEILING PLAN
ROOF DRAIN
REFERENCE
REGISTER
REMOVED
RECESSED
VINYL WALL COVERING
VAPOR RETARDER
VINYL TILE
VESTIBULE
VERIFY IN FIELD
VWC
VNR
VR
VT
VIF
VENEER
VEST
K
KD
KIT
KV
KVA
KW
KIPS (1000 LBS)
KNOCK-DOWN
KILOVOLT-AMPERE
KITCHEN
KILOWATT
KILOVOLT
J-BOX
JT
JUNCTION BOX
JOINT
RAD
RES B
RBT
RC
R
QT
RESILIENT BASE
REINFORCED CONCRETE
RADIUS, RISER
RABBET, REBATE
RADIATOR
QUARRY TILE
VAPOR RETARDER
VINYL COMPOSITION TILE
VINYL COATED
VAR
VCT
VR
VC
VERT
VARIES
VERTICAL
UNLESS NOTED OTHERWISEUNO
VAC VACUUM
INSUL
J
INT
INV
ID
INCL
HDWD
INSULATE (D) (ION)
JOIST
INTERIOR
INVERT
HARDWOOD
INSIDE DIAMETER
INCLUDE (D) (ING)
PTN
PVMT
PVC
PSI
PSF
PNL
PNT
POLY VINYL CHLORIDE
PAINT (ED)
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PARTITION
PAVEMENT
PANEL
UNDERCUT
UNFINISHED
UNEXCAVATED
TOP OF STEEL
UNEX
TYP
UC
UNF
TYPICAL
TOS
HW
HTG
HT
HVAC
AIR CONDITIONINGHEATING/VENTILATING/
HOT WATER
HEATING
HEIGHT
PLAS
PLF
PLYWD
PL
PLAM
HP
HR
HORIZ
HIGH POINT
HORIZONTAL
HOUR
PERIM
PRKG
PCP
PED
POUNDS PER LINEAL FOOT
PLASTIC LAMINATE
PLASTER
PLYWOOD
PLATE
PARKING
PERIMETER
PRECAST CONCRETE PLANK
PEDESTAL
TOP OF CONCRETE, CURB
TOLERANCE
THRU
TOL
TOC
TO TOP OF
THROUGH
TEMPORARY, TEMPERED, TEMPERATURE
THRESHOLD
THICK (NESS)
TONGUE AND GROOVE
THRES
THK
T&G
TEMP
ANOD
ACS PNL
ALUM
ALT
AGGR
ADJT
AFF
A/E
ABOVE FINISHED FLOOR
ACCESS PANEL
ANODIZED
ALUMINUM
AGGREGATE
ADJUSTABLE
ALTERNATE
ARCHITECT/ENGINEER
E
DET
DWG
DR
DIM
DIA
DIAG
DIFF
DN
EAST
DETAIL
DRAWING
DOOR, DIN. RM.
DIMENSION
DIAGONAL
DIAMETER
DIFFUSER
DOWN
AD
ADDM
ADJ
AC PLAS
ACT
AC
ACC
ACFL
AB
ACOUSTIC CEILING TILE
AREA DRAIN
ADJACENT
ADDENDUM
ACCESS FLOOR
ACCESS
ACOUSTICAL
ANCHOR BOLT
ACOUSTICAL PLASTER
DEMO
DH
DEP
DEMOLISH, DEMOLITION
DOUBLE HUNG
DEPRESSED
CW
CU YD
CUH
CTR
CABINET UNIT HEATER
CUBIC YARD
COLD WATER
COUNTER
A/C AIR CONDITIONING
CT CERAMIC TILE
HDW
HC
HB
GWB
HBD
HARDWARE
HOLLOW CORE
HOSE BIBB
GYPSUM WALL BOARD
HARDBOARD
PCC
PCF
PAR
PBD
OPP
OPNG
OD
OFF
OH
PRECAST CONCRETE
POUNDS PER CUBIC FOOT
PARTICLE BOARD
OUTSIDE DIAMETER
OPPOSITE
PARALLEL
OPENING
OFFICE
OVERHEAD, OVERHANG
TERNE COATED STEEL
TELEPHONE
TEST BORING
TERRA COTTA
TOP AND BOTTOM
TEL
TCS
T&B
TB
T
TC
TREAD
GALV STL GALVANIZED STEEL
GALV
GRL
GL
GL BLK
GKT
GALVANIZED
GASKET (ED)
GLASS, GLAZING
GLASS BLOCK
GRILLE
OA
OC
NTS
NIC
N0,#
NOM
NRC
NAT
ON CENTER (S)
OVERALL
NOT TO SCALE
NOT IN CONTRACT
NOISE REDUCTION COEFFICIENT
NUMBER
NOMINAL
NATURAL
SYNTHETIC
SYMMETRY (ICAL)SYM
SYN
SYS SYSTEM
SUSPENDED
STANDARD
STRUCTURAL
STAINLESS STEEL
SURF
SUSP
STD
STL
STRUCT
SST
SQ
STEEL
SQUARE
SURFACE
N NORTH SPECIFICATIONSPEC
EPDM
AFG ABOVE FINISHED GRADE
ABOVE FINISHED SLABAFS
APC ACOUSTICAL PANEL CEILING
ETHYLENE PROPYLENE
DIENE TERPOLYMER
FRP FIBERGLASS REINFORCED POLYESTER,
FIBERGLASS REINFORCED PLASTIC
FUT FUTURE
GFRC GLASS-FIBER-REINFORCED CONCRETEGFRG
GFRPGLASS-FIBER-REINFORCED GYPSUM
GLASS-FIBER-REINFORCED PLASTER
GYP
HDF HIGH DENSITY FIBERBOARD
VDB VISUAL DISPLAY BOARD
DWH DOMESTIC WATER HEATER
DISHWASHERDW
W/D WASHER/DRYER
REFRIG REFRIGERATOR
GYPSUM
WATER HEATER
MDF MEDIUM DENSITY
FIBERBOARD
LR LIVING ROOM
BR BATHROOM
BEDROOMBDR
MM MILLIMETERS
HM STANDARD STEEL DOORS / FRAMES
TBD TO BE DETERMINED
CI
EJ
NSNS NON-SHRINK, NON-STAIN
ETL ELEVATION TOP OF LEDGEETW ELEVATION TOP OF WALL
(NOT VAPOR BARRIER)
MRL
MPE
MACHINE ROOM LESS
MECHANICAL, PLUMBING & ELECTRICAL
N
GYPSUM WALLBOARD
RIGID INSULATION
CERAMIC ORQUARRY TILE
ALUMINUM
STEEL
WOOD, ROUGH
BATT INSULATION
POROUS FILL(GRAVEL, STONE)
PLYWOOD
EARTH
SHIM
WOOD, FINISHED
BRICK
CONCRETE
CMU
101CONFERENCE
KEYNOTE
FINISH MATERIAL
NEW GRADE
A102
1
2
3
4
1ST FLOOR+100'-0"
1
NA101
NOTE
NOTE
1A101NOTE
23
3A101
NOTE
NOTE
3A-101
NOTE
NOTE
12'-
0"
12'-
0"
OLD GRADE
10
123
24
EQ12
FF4
SC2
TA1
L1
BL3
W1
SP5
12'-
0"H.P.
SPOT ELEVATION
2A12
DRAWING TITLE1/8"=1'-0"
A
1
PHOTO VIEW
PARTITION TYPE
ROOM NAMEROOM NO.
COLUMNGRID
REFERENCEDATUM
SECTIONREFERENCE
ELEVATIONREFERENCE
DETAILREFERENCE
INTERIORELEVATIONREFERENCE
REVISION
DOORNUMBER
NORTH ARROW
EXIT
EQUIPMENT ITEM(DIVISION 11)
FURNISHING ITEM(DIVISION 12)
(DIVISION 13)SPECIAL CONSTR. ITEMBORROWED LIGHT TYPE
WINDOW TYPE
LOUVER TYPE
TOILET ACCESSORY(DIVISION 10)SPECIALTY ITEM
MAGNETIC NORTHSHEET NORTH
1026
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
CAPITAL DESIGN AND CONSTRUCTION DIVISION RAIL FACILITIES
CK'DDATEREV DESCRIPTION BY AP'D
WORK ORDER NUMBER
CHECKED BY:
SCALE FACTOR
DRAWN BY:
DATE:
SCALE:
DRAWING
OF
OF
SHEET NO.
DRAWING NUMBER REV1234 MARKET STREET, 13TH FLOOR PHILADELPHIA, PA. 19107
PREPARED BY In Association With SEAL
AB
CD
1 2 3 4 5
DELAWARE COUNTY, PENNSYLVANIA
SEPTA 69th Street TerminalParking Garage
-
90% DESIGN SUBMISSION - 04/07/11
8 Penn Center - 7th Floor1628 John F. Kennedy Blvd.
Philadelphia, PA 19103215-568-6500550 Township Line Road
Suite 100Blue Bell, PA 19422
(484) 342.0200
As indicated
C:\Users\seung\Documents\Septa 69th Street_Central_seung.rvt
SKL
BKABBREVIATIONS / SYMBOLS A00
ABBREVIATIONS SYMBOL LEGEND MATERIAL LEGEND
DN
DN
DN
DN
S18
S1S3
S4
S18
S18
S18
S18
S18
S14
S21
S21
S21
S21
S21
S21
S10BS2
S15
S15
S15 S4B
S16S16
S17AS17AS17AS18
S15
DN
S26
DN
UP
DN
DN
A102
A12
A10
A10 1
12 3 4 5 6 7 8 9 10
A
B
C
36'-0" 36'-0" 36'-0" 24'-0" 12'-0" 36'-0" 36'-0" 36'-0" 47'-6"
1
47'-6"
A061
347'-0"
BUS EXIT
EXISTINGTERMINALBUILDING
1A20
MARKET STREET
2A20
5.8
A401
A301
A602
A351
A372
ELEVATOR/ STAIR #1
SEE LANDSCAPE DRAWINGS FORFLOOR PATTERN AND MATERIAL
STAIR #2
ENTER
EXIT
SPEED RAMP@ 10%
TAXI AND TRUCK DELIVERY ACCESS TOILET RM.
5A21
PARKINGOFFICE
BRIDGE ABOVE
A271
ELEC. ROOM(SOLAR)
ELEC./COMM.
COUNTING RM.
10'-10" 49'-2"4'-4 1/2"
10'-8 5/8"
10'-10"
7'-2 5/8"
49'-2" 10'-10" 49'-2" 10'-10" 10'-10"49'-2" 93'-7 7/8"
8'-3 1/2" 20'-3 1/2" 32'-3 3/8" 8'-3 3/8"
10'-8 5/8"
A272
4
MECH.ROOM
STARTER BOOTH/SUPERVISOR'SOFFICE
59'-11"
UPSROOM
PRECAST COLUMNSTYP.
59'-11"
59'-11"
119'-10"
10' TALL POLE LIGHTING, TYP.
BUS ENTRY
8" DIA. SCHED. 80 PIPEBOLLARD, SEE DETAIL10/S20
JAN.ROOM
A471
BENCHES, TYP. SEE LANDSCAPESHEET L7.01FOR DETAILS
WAITINGROOM
EXIST. 69TH STREETBRIDGE ABOVE
NEW ADA RAMPFROM EXIST. 69TH STREETBRIDGE TO MAIN LEVELOF TERMINAL BUILDINGSEE DWG A07
14'-2"
CANOPY ABOVETYP.
P/C COLUMN WITH THINBRICK, SEE DET. 9&10/A25
SEE CIVIL/ ELEC.DRAWINGS FORLAYOUT OFSUBSTATION
BUS LOADING
MARKET STREET
ENTRY/EXIT
Top TierBASE EL. 148'-8"
Third TierBASE EL. 137'-4"
Second TierBASE EL. 126'-0"
Ground TierBASE EL. 108'-0"
TAXI/ DELIVERYTRUCK ACCESS
1 10
A
C
11'-4"
11'-4"
18'-0"
PED. BRIDGE TO69TH ST. TERMINAL
Intermediate LevelBASE EL. 113'-8"
TOTAL
Ground
Second
Third
Top
StandardLevel
CAR TABULATIONS
AccessibleVan
AccessibleSurfaceParking TOTAL
130
146
146
0
422
3
4
2
0
9
0
0
2
0
2
0
0
0
74
74
133
150
150
74
507
2 3
A
1
A402
A302
A601
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
CAPITAL DESIGN AND CONSTRUCTION DIVISION RAIL FACILITIES
CK'DDATEREV DESCRIPTION BY AP'D
WORK ORDER NUMBER
CHECKED BY:
SCALE FACTOR
DRAWN BY:
DATE:
SCALE:
DRAWING
OF
OF
SHEET NO.
DRAWING NUMBER REV1234 MARKET STREET, 13TH FLOOR PHILADELPHIA, PA. 19107
PREPARED BY In Association With SEAL
AB
CD
1 2 3 4 5
DELAWARE COUNTY, PENNSYLVANIA
SEPTA 69th Street TerminalParking Garage
-
NN
90% DESIGN SUBMISSION - 04/07/11
8 Penn Center - 7th Floor1628 John F. Kennedy Blvd.
Philadelphia, PA 19103215-568-6500550 Township Line Road
Suite 100Blue Bell, PA 19422
(484) 342.0200
As indicated
C:\Users\seung\Documents\Septa 69th Street_Central_seung.rvt
SKL
BKARCHITECTURAL GROUND TIER PLAN & RELATED DETAILS A01
1" = 20'-0"A011 ARCHITECTURAL GROUND TIER PLAN
SHEET NOTES:1. S# DENOTES SIGNAGE. REFER TO SHEETS A80 THRU A82.2. SHADED AREA TO BE DIAGONALLY STRIPED WITH 4" WIDE STRIPES
@1'-6"O.C. ON 45 DEGREE ANGLE WHERE SHOWN ON PLAN AND DETAILS3. STRIPING REFERENCE LINES SHOWN FOR CLARITY, SEE STRIPING DETAILS FOR
ADDITIONAL INFORMATION. (TYPICAL ALL TIERS)
1" = 20'-0"A012 ARCHITECTURAL INTERMEDIATE LEVEL PLAN
EXISTINGTERMINALBUILDING
BRIDGE
ELEVATOR/ STAIR #1
N
S5
S5
S6
S6
S7
S7
S7
S7
S9S9S9S9S1
0A
S10A
S11R
S12L
S12RS11L
S17B
UP
DN UP
DN
S25
A102
A12
A10
A10 1
12 3 4 5 6 7 8 9 10
A
B
C
36'-0" 36'-0" 36'-0" 24'-0" 12'-0" 36'-0" 36'-0" 36'-0" 47'-6"
59'-11"
59'-11"
1
47'-6"
RAMP UPRAMP DOWN
A403
3
1'-6"
1'-6"
A472
5.8
2'-3"
122'-10"
VAN
VAN
TYP.
18'-0"
TYP.
24'-0"
TYP.
18'-0"
28'-7" 28'-7" 18'-0"
TYP.
8'-6"
--A11
4
A113
G03 2
4
A11 2
A263
P/C WHEEL STOP,TYP. SEEDET. 2/A03
A805
LOCATION OF WHEELED F.E.& 3'-6" WIDE x 5'-0"DEEP x 4'-0" HIGH GALV.CHAIN LINK FENCE W/GATE& LATCH. COORD. W/ELEC.DWGS.
F.E. F.E.
P/C BOLLARD, TYP.SEE DET. 3/A03
A604
ROOF OF PEDESTRAINBRIDGE
EXIST. TERMINALBUILDING
METAL CANOPY, TYP.
ELEVATOR/ STAIR #1
STAIR #2
1'-4"
350'-7"
7'-0" 9'-7"
7'-0"6'-4"
16'-4"
7'-0"7'-10"
18'-0"
A023
BUS LOADING
MARKET STREET
ENTRY/EXIT
Top TierBASE EL. 148'-8"
Third TierBASE EL. 137'-4"
Second TierBASE EL. 126'-0"
Ground TierBASE EL. 108'-0"
TAXI/ DELIVERYTRUCK ACCESS
1 10
A
C
11'-4"
11'-4"
18'-0"
PED. BRIDGE TO69TH ST. TERMINAL
Intermediate LevelBASE EL. 113'-8"
DOUBLEYELLOW
4" LINE, TYP.FACE OFWALL
TYP.
9'-6"
TYP.
8'-6"
1'-6"
18'-0"
90°
9" 9"
CL
SHAREDSPACE
4" STRIPES @1'-6" O.C., TYP.
4" WIDEYELLOWPAINT STRIPE(TYP.)
FACE OFBEAM OR WALL
BLUE ACCESSIBLEPAINTED SYMBOL(TYP.) SEEDET. 4/A02
P/C WHEELSTOPCENTERED ONSTALL, TYP.SEE DET. 2/A03PROVIDE ATLOCATIONS SHOWNON PLANS
ALIGN, TYP.
90°
5'-0"
8'-0"
8'-0"
8 '- 0" (VAN)
1'-6"
CL
3'-0"
END OF STALL
BACKGROUND COLOR: ADA BLUE
SYMBOL COLOR: WHITE
12"GRID
CENTERLINEPARKING STALL
4'-3"
5'-0"
R5"
4"
7"
1'-0"4"
3"
2'-2"
1'-4"
R1'-1"R1'-5"
9"
1'-8"
3"
3"
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
CAPITAL DESIGN AND CONSTRUCTION DIVISION RAIL FACILITIES
CK'DDATEREV DESCRIPTION BY AP'D
WORK ORDER NUMBER
CHECKED BY:
SCALE FACTOR
DRAWN BY:
DATE:
SCALE:
DRAWING
OF
OF
SHEET NO.
DRAWING NUMBER REV1234 MARKET STREET, 13TH FLOOR PHILADELPHIA, PA. 19107
PREPARED BY In Association With SEAL
AB
CD
1 2 3 4 5
DELAWARE COUNTY, PENNSYLVANIA
SEPTA 69th Street TerminalParking Garage
-
NN
90% DESIGN SUBMISSION - 04/07/11
8 Penn Center - 7th Floor1628 John F. Kennedy Blvd.
Philadelphia, PA 19103215-568-6500550 Township Line Road
Suite 100Blue Bell, PA 19422
(484) 342.0200
As indicated
C:\Users\seung\Documents\Septa 69th Street_Central_seung.rvt
SKL
BKARCHITECTURAL SECOND TIER PLAN A02
1" = 20'-0"A021 ARCHITECTURAL SECOND TIER PLAN
3/16" = 1'-0"A022 TYPICAL STRIPING DETAIL
3/16" = 1'-0"A023 ACCESSIBLE STALL DETAIL (90°)
3/4" = 1'-0"A024 ACCESSIBLE SYMBOL DETAIL
SHEET NOTES:1. S# DENOTES SIGNAGE. REFER TO SHEETS A80 THRU A82.2. SHADED OUT AREA TO BE DIAGONALLY STRIPPED WITH 4" WIDE STRIPES @
1'-6" O.C. ON 45 DEGREE ANGLE WHERE SHOWN ON PLAN AND DETAILS3. STRIPING REFERENCE LINES SHOWN FOR CLARITY, SEE STRIPING DETAILS
FOR ADDITIONAL INFORMATION. (TYPICAL ALL TIERS)
TYP.
S6S6
S6S6
S7
S7
S7
S7
S18
S9S9S9S9S1
0A
S10A
S11R
S12L
S12RS11L
UP
DN UP
DN
A102
A12
A10
A10 1
12 3 4 5 6 7 8 9 10
A
B
C
36'-0" 36'-0" 36'-0" 24'-0" 12'-0" 36'-0" 36'-0" 36'-0" 47'-6"
59'-11"
59'-11"
1
47'-6"
RAMP UPRAMP DOWN
A404
3
A473
5.8350'-7"
--A11
4
A113
G03 2
4
A11 2
P/C WHEEL STOP, TYP.SEE DET. 2/A03
LOCATION OF WHEELED F.E. &3'-6" WIDE x 5'-0" DEEP x4'-0" HIGH GALV. CHAIN LINKFENCE W/GATE & LATCH.COORD. W/ELEC. DWGS.
F.E. F.E.
A155
P/C BOLLARD, TYP.SEE DET. 3/A03
A163
ROOF OF PEDESTRAINBRIDGE
EXIST. TERMINALBUILDING
METAL CANOPYBELOW, TYP.
ELEVATOR/ STAIR #1
STAIR #2
1'-4"2'-3"
7'-0"6'-4"
7'-0" 9'-7"18'-4"
7'-0"7'-10"
28'-7" 28'-7"18'-0" 18'-0"
BUS LOADING
MARKET STREET
ENTRY/EXIT
Top TierBASE EL. 148'-8"
Third TierBASE EL. 137'-4"
Second TierBASE EL. 126'-0"
Ground TierBASE EL. 108'-0"
TAXI/ DELIVERYTRUCK ACCESS
1 10
A
C
11'-4"
11'-4"
18'-0"
PED. BRIDGE TO69TH ST. TERMINAL
Intermediate LevelBASE EL. 113'-8"
"A"
"A" PLAN
(2) #4 BARS
SECTION "A-A"
ELEVATION
DRAIN OPENING, TYP.
#4 REBAR 3"MIN. COVER
PAINT TOP & DIAGONALSURFACE YELLOW, TYP.#5 X 0'-9" DOWELS (2 EA.)3" EMBED
3"
1'-3"
6" 1'-3" 1'-3" 1'-3" 1'-3" 6" 4"
4"2"
6"6"
1 1/2"
8"
2" TYP. COVER
6'-0"
4"4"
8"
NOTES:1. REINFORCE BOLLARDS W/ (4) #5 VERT. W/ (3) #4 TIES @ TOP & BOTTOM, REMAINING #4 TIES @ 12" O.C.
2. PROVIDE (8) EXTRA BOLLARDS FOR PLACEMENT AS DIRECTED.
3/4" RADIUS, TYP.
#3 - THRU INSERT
MEDIUM SANDBLAST FINISHCOLOR F3, SEE A11 FOR P/CFINISH LEGEND
FINISH FLOOR
3/4" DIA. X 4" INSERT W/PLASTIC PLUG, (3) LIFTINGPLATES & 3/4" DIA. X 4"BOLTS FOR HANDLINGALL COMPONENTS GALV.
1'-6"
SEALANT
1'-6" Ø
1'-10"
2'-0" Ø
5"2"1"
6"
3'-0"
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
CAPITAL DESIGN AND CONSTRUCTION DIVISION RAIL FACILITIES
CK'DDATEREV DESCRIPTION BY AP'D
WORK ORDER NUMBER
CHECKED BY:
SCALE FACTOR
DRAWN BY:
DATE:
SCALE:
DRAWING
OF
OF
SHEET NO.
DRAWING NUMBER REV1234 MARKET STREET, 13TH FLOOR PHILADELPHIA, PA. 19107
PREPARED BY In Association With SEAL
AB
CD
1 2 3 4 5
DELAWARE COUNTY, PENNSYLVANIA
SEPTA 69th Street TerminalParking Garage
-
NN
90% DESIGN SUBMISSION - 04/07/11
8 Penn Center - 7th Floor1628 John F. Kennedy Blvd.
Philadelphia, PA 19103215-568-6500550 Township Line Road
Suite 100Blue Bell, PA 19422
(484) 342.0200
As indicated
C:\Users\seung\Documents\Septa 69th Street_Central_seung.rvt
SKL
BKARCHITECTURAL THIRD TIER PLAN A03
1" = 20'-0"A031 ARCHITECTURAL THIRD TIER PLAN
3/4" = 1'-0"A032 P/C WHEELSTOP DETAIL
SHEET NOTES:1. S# DENOTES SIGNAGE. REFER TO SHEETS
A80 THRU A82.2. BLOCK OUT AREA TO BE DIAGONALLY STRIPPED WITH
4" WIDE STRIPES @ 1'-6" O.C. ON 45 DEGREE ANGLEWHERE SHOWN ON PLAN AND DETAILS
3. STRIPING REFERENCE LINES SHOWN FOR CLARITY,SEE STRIPING DETAILS FOR ADDITIONAL INFORMATION.(TYPICAL ALL TIERS)
1" = 1'-0"A033 P/C BOLLARD DETAIL
S6
S6S7
S7 S7S6
DN
DN
A102
A12
A10
A10 1
12 3 4 5 6 7 8 9 10
A
B
C
47'-6" 36'-0" 36'-0" 36'-0" 24'-0" 12'-0" 36'-0" 36'-0" 36'-0" 47'-6"
59'-11"
59'-11"
1
A411
3
RAMP DOWN
5.8
OPEN TO BELOW
--A11
4
A113
G03 2
4
A11 2
LOCATION OF WHEELED F.E.& 3'-6" WIDE x 5'-0"DEEP x 4'-0" HIGH GALV.CHAIN LINK FENCE W/GATE& LATCH. COORD. W/ELEC.DWGS.
F.E. F.E.
A474
P/C BOLLARD, TYP.SEE DET. 3/A03
7'-0"6'-7"
7'-0"6'-4"
16'-4"
7'-0"
5'-10"
18'-0" 28'-7"
28'-7" 18'-0"
BUS LOADING
MARKET STREET
ENTRY/EXIT
Top TierBASE EL. 148'-8"
Third TierBASE EL. 137'-4"
Second TierBASE EL. 126'-0"
Ground TierBASE EL. 108'-0"
TAXI/ DELIVERYTRUCK ACCESS
1 10
A
C
11'-4"
11'-4"
18'-0"
PED. BRIDGE TO69TH ST. TERMINAL
Intermediate LevelBASE EL. 113'-8"
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
CAPITAL DESIGN AND CONSTRUCTION DIVISION RAIL FACILITIES
CK'DDATEREV DESCRIPTION BY AP'D
WORK ORDER NUMBER
CHECKED BY:
SCALE FACTOR
DRAWN BY:
DATE:
SCALE:
DRAWING
OF
OF
SHEET NO.
DRAWING NUMBER REV1234 MARKET STREET, 13TH FLOOR PHILADELPHIA, PA. 19107
PREPARED BY In Association With SEAL
AB
CD
1 2 3 4 5
DELAWARE COUNTY, PENNSYLVANIA
SEPTA 69th Street TerminalParking Garage
-
NN
90% DESIGN SUBMISSION - 04/07/11
8 Penn Center - 7th Floor1628 John F. Kennedy Blvd.
Philadelphia, PA 19103215-568-6500550 Township Line Road
Suite 100Blue Bell, PA 19422
(484) 342.0200
As indicated
C:\Users\seung\Documents\Septa 69th Street_Central_seung.rvt
SKL
BKARCHITECTURAL TOP TIER PLAN A04
1" = 20'-0"A041 ARCHITECTURAL TOP TIER PLAN
SHEET NOTES:1. S# DENOTES SIGNAGE. REFER TO SHEETS A80 THRU A82.2. SHADED AREA TO BE DIAGONALLY STRIPPED WITH 4" WIDE STRIPES @ 1'-6" O.C. ON 45 DEGREE ANGLE WHERE SHOWN ON PLAN AND DETAILS3. STRIPING REFERENCE LINES SHOWN FOR CLARITY, SEE STRIPING DETAILS FOR
ADDITIONAL INFORMATION. (TYPICAL ALL TIERS)
A12
12 3 4 5 6 7 8 9 10
A
B
C
1 5.8
A476
STEEL FRAMING PLAN &DETAILS, SEE S34, TYP.
5' 4-9/16" X 3'3-1/8", TYP. PVPANELS, VERIFY WITHMANUFACTURER
--A11
4
A113
47'-6" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 47'-6"
347'-0"
G03 2
4
A11 2 PRECAST EYEBROW,TYP.
A413
A475
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
CAPITAL DESIGN AND CONSTRUCTION DIVISION RAIL FACILITIES
CK'DDATEREV DESCRIPTION BY AP'D
WORK ORDER NUMBER
CHECKED BY:
SCALE FACTOR
DRAWN BY:
DATE:
SCALE:
DRAWING
OF
OF
SHEET NO.
DRAWING NUMBER REV1234 MARKET STREET, 13TH FLOOR PHILADELPHIA, PA. 19107
PREPARED BY In Association With SEAL
AB
CD
1 2 3 4 5
DELAWARE COUNTY, PENNSYLVANIA
SEPTA 69th Street TerminalParking Garage
-
NN
90% DESIGN SUBMISSION - 04/07/11
8 Penn Center - 7th Floor1628 John F. Kennedy Blvd.
Philadelphia, PA 19103215-568-6500550 Township Line Road
Suite 100Blue Bell, PA 19422
(484) 342.0200
1" = 20'-0"
C:\Users\seung\Documents\Septa 69th Street_Central_seung.rvt
SKL
BKARCHITECTURAL ROOF PLAN A05
1" = 20'-0"A051 ARCHITECTURAL ROOF PLAN
9 10
B
9'-6"
2'-6"
9'-6"
2'-6"
9'-6"
8'-7"
3" 21'-0"
2'-0" 2'-0" 10'-0"
2'-0"2'-0"10'-0"2'-6"
AGAG
AGAG
TDCR
TDCR
10'-0" 2'-0" 2'-0"6" TYP.
6" CURB
6" CURB
6" CURB
6" TYP.
C OF
BOLLARD
L
6" CURB
9"
4'-9"
7'-6"
ROLLING GRILLESEE 4/A06 FORDETAILS
A064
1 LANE NUMBER (FOR ILLUSTRATIVE PURPOSES
NOTE:VERIFY LOCATION OF ALL EQUIPMENT AND ISLANDS WITHARCHITECT BEFORE PLACING CONCRETE OR ROUGH-IN FOR CONDUIT.
AG AUTOMATIC GATE
LEGEND
PIPE BOLLARD (DET. 2/A06)
DETECTOR LOOP
ONLY)
TD/CR TICKET DISPENSER/ CARD READER
CL
4" DIA. H.D. GALV. STL. PIPE,SET PLUMB, FILLED W/CONC. PAINT TRAFFICYELLOW.
8" X 8" X 1/2" STL. PLATEW/ (4) 5/8" DIA. X 4" EXP.ANCHORS - GALV.
1/4" NEOPRENE PAD
SEALANT ALL AROUND
FILLET, TYP.1/2
3'-6"
PAINT 6" OF CURB YELLOW
PAINT SIDE OF CURB BLACK
SEE MANUF.REQUIREMENT
2"
ROLLING GRILLE
CONTINUOUS JAMB GUIDE, TYP.(CONNECTION INCL. SPACINGBY DOOR MANUFACTURER)
1/4" BENT PLATE
PRECAST CONC. WALL
STL ANGLE & PL. SUPPORT &CONNECTIONS PROVIDED BYDOOR MANUFACTURER, TYP.
ROLLING GRILLE
CONTINUOUS JAMB GUIDE, TYP.(CONNECTION INCL. SPACINGBY DOOR MANUFACTURER)
PRECAST CONC.WALL
35'± V.I.F.
10
P/C SPANDREL
ENTRY/ EXIT SIGNAGESEE DETAIL 1/A82
ROLLING GRILLE HOUSING- ATTACHMENT TOSTRUCTURE BY ROLLINGGRILLE MANUF., TYP.
ROLLING GRILLE
10
P/C DOUBLE TEE
LIGHTING FOR SIGNAGESEE ELEC. DWGS
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
CAPITAL DESIGN AND CONSTRUCTION DIVISION RAIL FACILITIES
CK'DDATEREV DESCRIPTION BY AP'D
WORK ORDER NUMBER
CHECKED BY:
SCALE FACTOR
DRAWN BY:
DATE:
SCALE:
DRAWING
OF
OF
SHEET NO.
DRAWING NUMBER REV1234 MARKET STREET, 13TH FLOOR PHILADELPHIA, PA. 19107
PREPARED BY In Association With SEAL
AB
CD
1 2 3 4 5
DELAWARE COUNTY, PENNSYLVANIA
SEPTA 69th Street TerminalParking Garage
-
NN
90% DESIGN SUBMISSION - 04/07/11
8 Penn Center - 7th Floor1628 John F. Kennedy Blvd.
Philadelphia, PA 19103215-568-6500550 Township Line Road
Suite 100Blue Bell, PA 19422
(484) 342.0200
As indicated
C:\Users\seung\Documents\Septa 69th Street_Central_seung.rvt
SKL
BKENLARGED ENTRY/ EXIT PLAN AND DETAILS A06
3/16" = 1'-0"A061 ENLARGED ENTRY EXIT PLAN
1" = 1'-0"A062 PIPE GUARD @ ISLANDS
3" = 1'-0"A064 ROLLING GRILLE JAMB DETAIL
3/4" = 1'-0"A063 SECTION THRU ROLLING GRILLE HOUSING
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
A B C
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
A431
1A22
3A22
2A22
11'-4"
11'-4"
18'-0"
59'-11" 59'-11"
P/C INFILLPANEL W/ THINBRICK
P/C SPANDREL,TYP.
CANOPY
P/C SPANDRELW/ THIN BRICK
SEE FOUNDATION PLAN, 1/S10
P/C COLUMN
PEDESTRIAN BRIDGEACCESS
STAIR/ELEVATOR TOWER
ALUMINUMSTOREFRONT
SYSTEM
GUARDRAIL, TYP.,SEE DET. 8/A25
SEPTA SIGNAGE, SEE DET.4/A82
CANOPY LIGHTSEE ELEC. DWG
A131
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
ABC
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
A143
3A23
4A23
19'-11" 20'-0" 20'-0" 23'-0" 23'-0"
59'-11" 59'-11"
STAIR TOWER 2
P/C EYEBROW, TYP.
P/C SUPPORT FOREYEBROW
P/C SHEARWALL
11'-4"
11'-4"
18'-0"
SOLAR PANELSSEE A05 FOR LAYOUT
A818
5A23
A162
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
2 3 4 5 6 7 8 9 10
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
1 5.8
5A21
3A21
P/C EYEBROW
FLAT PERFORATEDSCREEN, TYP. -ANODIZED ALUM.
CORRUGATED PERFORATEDMETAL SCREEN- ALUM.PAINTED
CUBE LIGHITNG, TYP.SEE ELEC. DWGS
P/C STACKWALLW/ THIN BRICK VENEER
ALUMINUM STOREFRONT
CANOPY
P/C COLUMN (ARCH. FIN.F2 AT (3 SIDES) TYP.)
P/C GRADE SPANDREL W/THIN BRICK VENEER
P/C SPANDREL, TYPP/C COLUMN W/THIN BRICK VENEER
A141
2" RECESS, TYP
STAIR/ELEVATOR TOWERBEYOND
BRIDGE BEYOND
METAL FENCE,SEE DETAIL 2/A12
WALL SCONCELIGHTING, TYP.
UPLIGHTING, TYP.SEE ELEC. DWGSCURVED METAL SCREENW/ IMAGES-ANODIZED FINISH
47'-6"36'-0"36'-0"36'-0"12'-0"24'-0"36'-0"36'-0"36'-0"47'-6"
11'-4"
11'-4"
18'-0"
E.T. P.C. WALL = 107'-5"E.T. P.C. WALL = 106'-6"E.T. P.C. WALL = 105'-9"E.T. P.C. WALL = 105'-0"E.T. P.C. WALL = 104'-3"E.T. P.C. WALL = 103'-6"
1A21
2A21
FLAT METAL SCREENW/ IMAGES-
ANODIZED FINISH
3AA21
4A21
A151
A152
A161
A142
E.T. P.C. WALL = 108'-4" E.T. P.C. WALL = 109'-3"
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
CAPITAL DESIGN AND CONSTRUCTION DIVISION RAIL FACILITIES
CK'DDATEREV DESCRIPTION BY AP'D
WORK ORDER NUMBER
CHECKED BY:
SCALE FACTOR
DRAWN BY:
DATE:
SCALE:
DRAWING
OF
OF
SHEET NO.
DRAWING NUMBER REV1234 MARKET STREET, 13TH FLOOR PHILADELPHIA, PA. 19107
PREPARED BY In Association With SEAL
AB
CD
1 2 3 4 5
DELAWARE COUNTY, PENNSYLVANIA
SEPTA 69th Street TerminalParking Garage
-
90% DESIGN SUBMISSION - 04/07/11
8 Penn Center - 7th Floor1628 John F. Kennedy Blvd.
Philadelphia, PA 19103215-568-6500550 Township Line Road
Suite 100Blue Bell, PA 19422
(484) 342.0200
1/16" = 1'-0"
C:\Users\seung\Documents\Septa 69th Street_Central_seung.rvt
SKL
BKBUILDING ELEVATIONS A10
1/16" = 1'-0"A101 WEST ELEVATION
1/16" = 1'-0"A102 EAST ELEVATION
1/16" = 1'-0"A103 SOUTH ELEVATION
NOTES:1. ALL EXTERIOR WALLS WITHIN 10'-0" A.F.F. SHALL BE
PAINTED WITH HIGH PERFORMANCE, GRAFFITI RESISTANTCOATING. THIS INCLUDES CONCRETE, MASONRY &BRICK SUBSTRATES
1 7 4 0
6 8 1 / 2 "1 7 4 0
1 7 4 0
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
2 3 4 5 6 7 8 9 10
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
1 5.8
5A21
3A21
P/C STACKWALL
P/C STACKWALL
THIN BRICK VENEER
P/C COLUMN
P/C GRADE SPANDREL W/THIN BRICK 8" MAX.BELOW GRADE
P/C SPANDREL, TYP
P/C COLUMN (THIN BRICK FIN. AT(3) EXPOSED FACES, TYP.)
2" RECESS, TYP
STAIR/ELEVATOR TOWERBEYOND, FOR P/CELEVATIONS SEE A44
P/C EYEBROWP/C SPANDREL,TYP.
STAIR TOWER BEYOND. FOR P/CELEVATION SEE A48
FOOTING, TYP.SEE FOUNDATIONPLAN S10
F4
F4
F2F2F2F2F2
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
2
F3 F3 F3 F3 F3 F3 F3 F3F1 F1 F1 F1F1 F1 F1 F1
F3
F2
F3
F3
F2
F1
F1
F1
33
3
47'-6"36'-0"36'-0"36'-0"12'-0"24'-0"36'-0"36'-0"36'-0"47'-6"
P/C SPANDREL
2 2 2 2 2 2 2
F2 F2 F2 F2 F2 F2F2
F2
F2
F2
F2
1A21
2A21
11'-4"
11'-4"
3AA21
----
P/C COLUMN (ARCH. FIN.F2 AT (3 SIDES) TYP.)
4A21
P/C COLUMN AT CORNERS(ARCH. FIN. F2 AT ALL (4SIDES) TYP.)
5'-0"25'-0"20'-0"
6'-4" 7'-4" 6'-4"
F4 F4
F4 F4
F2 F2F2
F4 F4
18'-0"
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
ABC
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
3A23
4A23
19'-11" 20'-0" 20'-0" 23'-0" 23'-0"
59'-11" 59'-11"
STAIR TOWER 2. FOR P/CELEVATION SEE A48P/C EYEBROW
P/C PIER SUPPORT
P/C SHEARWALL
11'-4"
11'-4"
18'-0"
F4
F4
F4
F1
F1
F1
F1
F2 F2 F2 F2
F4
F4
P/C SPANDREL, TYP.
VARIES
PILE CAP, SEE S10 FORFOUNDATION PLAN
P/C COLUMN (THIN BRICK FIN. AT(3) EXPOSED FACES, TYP.)
F43 3
5A23
P/C SPANDRELWITH CUT-0UTS, TYP.
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
A B C
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
1A22
3A22
2A22
11'-4"
11'-4"
18'-0"
F1
F3
F1
F3
F1
F2
F2
F2
F2
F1
59'-11" 59'-11"
P/C INFILLPANEL W/ THINBRICK
P/C SPANDREL
P/C SPANDREL W/THIN BRICK
SEE FOUNDATION PLAN S10
P/C COLUMN (THIN BRICK FIN. AT(3) EXPOSED FACES, TYP.)
P/C SHEARWALL
F5
STAIR/ELEVATOR TOWER,SEE A44 FOR P/C ELEVATIONS
2TYP.
ELEVATIONS & SLAB ONGRADE, SEE S30, TYP.
3/4" JOINT, TYP.
VARIES
F2
F2F3
F3
F2
G1
BRICK COURSING OF ADJACENT PANELS TO ALIGN, TYP.
RETURN THIN BRICK ON ENTIRE SIDE OF P/C STACK WALL PANEL
LEGEND
ARCHITECTURAL FINISH NO.1THIN BRICK FACING
F1
ARCHITECTURAL FINISH NO.3COLOR: BEIGE COLORFINISH: MEDIUM SANDBLAST
F3
1 RETURN THIN BRICK 1/2 BRICK AT CONDITION SHOWNSEE DETAIL 1/A11 FOR MORE INFORMATION
GLAZINGP/C FINISHES
2
3
G2
G3
THIN BRICK NOTES
1/4" CLEAR TEMPERED GLASS (LOW-E)
1" CLEAR TEMPERED GLAZING UNIT - INSULATED (LOW-E)
1/4" SPANDREL TEMPERED GLASS (LOW E)
ARCHITECTURAL FINISH NO.4COLOR: STANDARD GRAYFINISH: MEDIUM SANDBLAST
F4
ARCHITECTURAL FINISH NO.2COLOR: WHITE COLORFINISH: MEDIUM SANDBLAST
F2
G4 1" CLEAR TEMPERED & LAMINATED GLAZING UNIT - INSULATED (LOW-E)
G5 1" SPANDREL TEMPERED & LAMINATED GLAZING UNIT - INSULATED (LOW-E)
FINISH NO.5COLOR: STANDARD GRAYFINISH: NONE
F5
FLOOD LIGHTING LOCATION FOR METAL SCREENS. PRECASTER TOPROVIDE SLEEVE AT FIXTURE LOCATIONS. SEE ELECTRICAL DRAWINGSFOR ADDITIONAL INFO.
DOWN LIGHTING AT ENTRY/EXIT, PRECASTER TO PROVIDE PVC SLEEVEAT FIXTURE LOCATIONS. SEE ELECTRICAL DRAWINGS FOR ADDITIONALINFO.
WALL SCONCE LIGHT FIXTURE LOCATIONS. SEE ELECTRICAL DRAWINGSFOR ADDITIONAL INFO.
LIGHTING
THIN BRICK TRIM UNIT DESIGNATIONS NOTED ON ELEVATIONSARE TYPICAL CONDITIONS. SIMLAR CONDITIONS REQUIRE THEAPPROPRIATE THIN BRICK TRIM UNIT. ALL EXPOSED ENDS,CORNERS AND EDGES IN THE BRICK FIELD REQUIRE THINBRICK TRIM UNITS TO TERMINATE THE FIELD. THICK BRICKCORNER UNITS SHALL RETURN INTO JOINTS THAT WILL REMAINOPEN OR WITH BACKER ROD AND SEALANT.THIN BRICK CORNER, TYPICAL
1
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
CAPITAL DESIGN AND CONSTRUCTION DIVISION RAIL FACILITIES
CK'DDATEREV DESCRIPTION BY AP'D
WORK ORDER NUMBER
CHECKED BY:
SCALE FACTOR
DRAWN BY:
DATE:
SCALE:
DRAWING
OF
OF
SHEET NO.
DRAWING NUMBER REV1234 MARKET STREET, 13TH FLOOR PHILADELPHIA, PA. 19107
PREPARED BY In Association With SEAL
AB
CD
1 2 3 4 5
DELAWARE COUNTY, PENNSYLVANIA
SEPTA 69th Street TerminalParking Garage
-
90% DESIGN SUBMISSION - 04/07/11
8 Penn Center - 7th Floor1628 John F. Kennedy Blvd.
Philadelphia, PA 19103215-568-6500550 Township Line Road
Suite 100Blue Bell, PA 19422
(484) 342.0200
As indicated
C:\Users\seung\Documents\Septa 69th Street_Central_seung.rvt
SKL
BKPRECAST BUILDING ELEVATIONS A11
1/16" = 1'-0"A114 SOUTH PRECAST ELEVATION
1/16" = 1'-0"A113 EAST PRECAST ELEVATION
1/16" = 1'-0"A112 WEST PRECAST ELEVATION
3/16" = 1'-0"A111 BRICK DETAIL
NOTES:1. ALL EXTERIOR WALLS WITHIN 10'-0" A.F.F. SHALL BE
PAINTED WITH HIGH PERFORMANCE, GRAFFITI RESISTANTCOATING. THIS INCLUDES CONCRETE, MASONRY &BRICK SUBSTRATES
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
2345678910
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
T.O. ROOF STAIR 1BASE EL. 165'-7
1/2"
1 A4415.8
2A23
47'-6"36'-0"36'-0"36'-0"24'-0"12'-0"36'-0"36'-0"36'-0"47'-6"
4A22
5A22
1A23
BOTT. LOUVEREL. 113'-6"
F4
F4F4
F4
F4
F4F4
F4F4
F4
F4
F4
F4
F4
F4F4
F4
2" REVEAL, TYP.SEE DETAIL 6/A23
THRU WALL AC UNIT,TYP. SEE MECH. DWGS
SOLAR PANELS SUPPORTASSEMBLY, SEE S60
SOLAR PANEL SUPPORT PIER
P/C SPANDRELTYP.GALV. HSS COL., SEE SHEET S34
WEATHER PROOF EXHAUST LOUVERSCOORD. WITH MPE DRAWINGS
FOOTING, TYP.SEE FOUNDATION PLAN
12'-7"
F4
3'-0"
THRU WALL AC UNIT, TYP.SEE MECH. DWGS
A483
F4F4 F4
E.T.W. =8'-1 1/2"E.T.W. =
E.T.W. =3'-9"E.T.W. =
2'-9"E.T.P. =E.T.P. =
E.T.P. =E.T.P. =
P/C COLUMN (ARCH. FIN.F4 AT (3 SIDES) TYP.)
P/C COLUMN(ARCH. FIN. F4 AT(4 SIDES) AT CORNER)
6'-11 1/2"11'-5"
14'-0"
CIP WALL & CIP PIER, SEE STRUCT. DETAILS
F4
F4
F4
F4F4
13'-9 11/32"
E.T.W. =8'-5"
F4
F4
WALL CAPS FOREXHAUST FANS, TYP.SEE MPE DRAWINGS
2" REVEAL, TYP.SEE DETAIL 6/A23
A386
SIDEWALK , TYP.
3/4" x 1 1/2", TYP.
1 1/2" x 2 1/2", TYP.
6"
3'-6"
8"
P/C COLUMN W/THIN BRICK, TYP.
P/CGRADE SPANDREL, TYP.
1 1/2"
4 1/2"
3/4"
1'-10 1/2"
3/4"
4 1/2"
1 1/2"
2'-0" TYP. 6"
2'-0" TYP.
3" 3" 3" 3"6" 6" 6"
EQ. EQ. EQ.
6"
EQ. EQ. EQ. EQ. EQ. EQ.EQ.
NOTE: POWDERCOAT ALL FENCING ANDAPPURTENANT ATTACHMENTS; COLOR: BLACK.
PLAN DETAIL
ESCUTCHEON PLATE @DOUBLE POST,PROVIDE (3)EXPANSION BOLTS EA.PLATE, TYP.
TUBE STEEL POST
GRADE SPANDREL
PRECAST COLUMN
EXPANSION BOLT, TYP.
GRADE SPANDREL BELOW
SILL DETAIL
P/C COLUMN BEYOND
3/4"
3/4"
THIN BRICK, TYP.
2" 2" 9"
EQ. EQ.
THIN BRICK
8"
3/4" CHAMFER, TYP
GRADE & T.O. SLAB
VARIES
'F' BRACKET @ TOP ANDBOTTOM RAIL, POWERCOAT
PLANTINGBED
CONC. SLAB
G1
BRICK COURSING OF ADJACENT PANELS TO ALIGN, TYP.
RETURN THIN BRICK ON ENTIRE SIDE OF P/C STACK WALL PANEL
LEGEND
ARCHITECTURAL FINISH NO.1THIN BRICK FACING
F1
ARCHITECTURAL FINISH NO.3COLOR: BEIGE COLORFINISH: MEDIUM SANDBLAST
F3
1 RETURN THIN BRICK 1/2 BRICK AT CONDITION SHOWNSEE DETAIL 1/A11 FOR MORE INFORMATION
GLAZINGP/C FINISHES
2
3
G2
G3
THIN BRICK NOTES
1/4" CLEAR TEMPERED GLASS (LOW-E)
1" CLEAR TEMPERED GLAZING UNIT - INSULATED (LOW-E)
1/4" SPANDREL TEMPERED GLASS (LOW E)
ARCHITECTURAL FINISH NO.4COLOR: STANDARD GRAYFINISH: MEDIUM SANDBLAST
F4
ARCHITECTURAL FINISH NO.2COLOR: WHITE COLORFINISH: MEDIUM SANDBLAST
F2
G4 1" CLEAR TEMPERED & LAMINATED GLAZING UNIT - INSULATED (LOW-E)
G5 1" SPANDREL TEMPERED & LAMINATED GLAZING UNIT - INSULATED (LOW-E)
FINISH NO.5COLOR: STANDARD GRAYFINISH: NONE
F5
FLOOD LIGHTING LOCATION FOR METAL SCREENS. PRECASTER TOPROVIDE SLEEVE AT FIXTURE LOCATIONS. SEE ELECTRICAL DRAWINGSFOR ADDITIONAL INFO.
DOWN LIGHTING AT ENTRY/EXIT, PRECASTER TO PROVIDE PVC SLEEVEAT FIXTURE LOCATIONS. SEE ELECTRICAL DRAWINGS FOR ADDITIONALINFO.
WALL SCONCE LIGHT FIXTURE LOCATIONS. SEE ELECTRICAL DRAWINGSFOR ADDITIONAL INFO.
LIGHTING
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
CAPITAL DESIGN AND CONSTRUCTION DIVISION RAIL FACILITIES
CK'DDATEREV DESCRIPTION BY AP'D
WORK ORDER NUMBER
CHECKED BY:
SCALE FACTOR
DRAWN BY:
DATE:
SCALE:
DRAWING
OF
OF
SHEET NO.
DRAWING NUMBER REV1234 MARKET STREET, 13TH FLOOR PHILADELPHIA, PA. 19107
PREPARED BY In Association With SEAL
AB
CD
1 2 3 4 5
DELAWARE COUNTY, PENNSYLVANIA
SEPTA 69th Street TerminalParking Garage
-
90% DESIGN SUBMISSION - 04/07/11
8 Penn Center - 7th Floor1628 John F. Kennedy Blvd.
Philadelphia, PA 19103215-568-6500550 Township Line Road
Suite 100Blue Bell, PA 19422
(484) 342.0200
As indicated
C:\Users\seung\Documents\Septa 69th Street_Central_seung.rvt
SKL
BKBUILDING ELEVATIONS A12
1/16" = 1'-0"A121 NORTH ELEVATION
1/2" = 1'-0"A122 METAL FENCE ELEVATION
1" = 1'-0"A123 METAL FENCE SECTION
NOTES:1. ALL EXTERIOR WALLS WITHIN 10'-0" A.F.F. SHALL BE
PAINTED WITH HIGH PERFORMANCE, GRAFFITI RESISTANTCOATING. THIS INCLUDES CONCRETE, MASONRY &BRICK SUBSTRATES
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
B C
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
1A22
3A22
2A22
16'-11" 35'-6 3/8" 19'-8" 5'-0" 9'-8"
9'-0"
5'-9"
5'-7"
5'-9"
5'-7"
5'-9"
5'-0 3/4"
P/C PANEL W/THIN BRICK
3/4" JOINT, TYP.
GUARDRAIL, TYP.SEE DET. 8/A2512
'-0"
11'-4"
11'-4"
18'-0"
METAL CANOPY,SEE SHEET A26
1'-0" 7'-11 1/2" 1'-7"1'-7" 7'-11 5/8"
P/C SPANDREL W/THIN BRICK
P/C COLUMN W/ THINBRICK AT (3) EXPOSEDSIDES
P/C SPANDREL W/THIN BRICK
6 1/8"
4'-8 3/8"
6 1/2"
P/C JT
3/4"
4'-0 3/8"
1'-5 1/8" P/C JT
3/4"
P/C JT
3/4"
6 1/8"
4'-8 3/8"
6 1/2"
4'-0 3/8"
1'-5 1/8"
P/C JT
3/4"
6'-8 3/8"
P/C JT
3/4"
5'-4 3/8"
4 5/8"
5'-4 3/8"
2'-11 1/4"
6'-3 3/4"
10 5/8"
P/C JT
3/4"
6'-0"
FOUNDATION, TYP.SEE STRUCT. DRAWINGS
SEE LANDSCAPE DRAWINGSFOR PAVER TILE DETAILS
1'-5 1/8"
C OF REVEAL LOCATIONL
1" P/C REVEAL,TYP.
1" P/C REVEAL,TYP.
P/C BAND, TYP.
P/C VERTICAL BANDTYP., - AT SAMEPLANE AS HORIZ.BAND
PRECAST FRAMEAROUND OPENING
2" X 2"ALUM. FRAMING
EQ EQ EQ
5'-7"
5'-9"
5'-7"
4" TYP.
FOR SPOT ELEVATIONS
VARIES, SEE STRUCT. DW
GS
UP - LIGHTING, TYP.FOR ART, SEE ELEC.DWGS
P/C COLUMN W/3/4" JOINTS, TYP.
P/C COLUMN WITHTHIN BRICK, TYP.
P/C SPANDRELARCHITECTURAL FIN.
GUARDRAIL, TYP.
OPEN
OPEN
OPEN
OPEN
OPENOPEN
OPENOPEN
TURNBUCKLEPROVIDE EMBEDPLATE IN P/C, TYP.
CABLE, TYP.
CURVEDOUTRIGGER TYP.
LIGHT FIXTURETYP.
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
CAPITAL DESIGN AND CONSTRUCTION DIVISION RAIL FACILITIES
CK'DDATEREV DESCRIPTION BY AP'D
WORK ORDER NUMBER
CHECKED BY:
SCALE FACTOR
DRAWN BY:
DATE:
SCALE:
DRAWING
OF
OF
SHEET NO.
DRAWING NUMBER REV1234 MARKET STREET, 13TH FLOOR PHILADELPHIA, PA. 19107
PREPARED BY In Association With SEAL
AB
CD
1 2 3 4 5
DELAWARE COUNTY, PENNSYLVANIA
SEPTA 69th Street TerminalParking Garage
-
90% DESIGN SUBMISSION - 04/07/11
8 Penn Center - 7th Floor1628 John F. Kennedy Blvd.
Philadelphia, PA 19103215-568-6500550 Township Line Road
Suite 100Blue Bell, PA 19422
(484) 342.0200
3/16" = 1'-0"
C:\Users\seung\Documents\Septa 69th Street_Central_seung.rvt
SKL
BKENLARGED ELEVATION A13
3/16" = 1'-0"A131 ENLARGED WEST ELEVATION
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
B
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
4A23
OPEN OPEN
OPENOPEN
1'-0 3/4"
5'-11 1/4"
4'-8 3/4"
8"5'-11 1/4"
4'-8 3/4"
8"5'-4 3/8"
6 7/8"
10'-9 1/8"
6 7/8"
SEE P/C ELEVATIONSFOR WALL FINISHTYP.
3/4"WALL JOINT, TYP.SEE DET.2/A39
OPEN
P/C SHEARWALLW/ THIN BRICK 4
'-3"
2'-9"
3/4"
8'-6 1/4"
2'-9"
3/4"
8'-6 1/4"
2'-9"
3/4"
11'-3 1/4"
3/4" P/C JOINT, TYP.
P/C BAND, TYP.
5'-8" 5'-4"
8" 8" 8" 8"2'-0"
FOUNDATION,SEE STRUCTRUALDRAWINGS
10"4'-0 3/8"
3/4"
TYP.
6 7/8"
3/4"
TYP.
10"
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
2
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
1
5A21
WALL SCONCE LIGHTINGFIXTURE, SEE
ELECTRICAL DWGS.
OPEN
P/C STACKWALL W/THIN BRICK, TYP.
2"X2"ANNODIZEDALUM. FRAME, TYP.
3/4" JOINT, TYP.SEE 2/A39 DET.
METAL FENCE,SEE DET. 2/A12
1'-6" 47'-6" 1'-0"
50'-0"
12'-0"
11'-4"
11'-4"
18'-0"
DOWNLIGHT FIXTUREFOR ART, SEE
ELECTRICAL DWGS. 8"8'-11 5/8"
8"
4A21
4'-5 5/8"
GARAGE SIGNAGESEE A82 FOR DETAILS
3'-0"
3'-0"
3'-0"
FOOTING, SEESTRUCT. DWGS
8'-6 3/8"
2'-9 5/8"
3/4"
EQ EQ EQ EQ
25'-0"
4" TYP.
GUARDRAIL,TYP. OPEN
OPEN
OPEN
2'-2 7/8"
6'-8 3/8"
3/4" P/C JT
5'-4 3/8"
1'-10 1/2"
4'-0 3/8"
3/4"
6 1/8"
4'-8 3/8"
2'-0 3/8"
4'-0 3/8"
3/4"
6 1/8"
4'-8 3/8"
6 1/2"
5'-4 3/8"
10 5/8"
3/4"
4 7/8"
SECOND TIERBASE EL. 126'-0"
3 4
EQ EQ EQ EQ EQ
2'-9"
3'-4"
2'-11"
2'-0" 30'-0" 2'-0"
2'-0"
EXTENT OF METAL SCREEN -NOT SHOWN FOR CLARITY
P/C JOINT, TYP.
2" RECESS
4'-8"
1'-1 1/4"
WALL SCONELIGHTINGTYP.
P/C BANDTYP.
2" TYP.
2" REVEAL,TYP.
P/C SPANDREL
12'-0"
P/C SPANDRELW/ THIN BRICK
GUARDRAIL, TYP.SEE DET. 8/A25
METAL FENCESEE DET. 2/A12
P/C COLUMNW/ THIN BRICK, TYP.
P/C COLUMNW/ THIN BRICK, TYP.
P/C GRADE SPANDREL
4'-6"
34'-0"
P/C COLUMNW/ THIN BRICK, TYP.
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
CAPITAL DESIGN AND CONSTRUCTION DIVISION RAIL FACILITIES
CK'DDATEREV DESCRIPTION BY AP'D
WORK ORDER NUMBER
CHECKED BY:
SCALE FACTOR
DRAWN BY:
DATE:
SCALE:
DRAWING
OF
OF
SHEET NO.
DRAWING NUMBER REV1234 MARKET STREET, 13TH FLOOR PHILADELPHIA, PA. 19107
PREPARED BY In Association With SEAL
AB
CD
1 2 3 4 5
DELAWARE COUNTY, PENNSYLVANIA
SEPTA 69th Street TerminalParking Garage
-
90% DESIGN SUBMISSION - 04/07/11
8 Penn Center - 7th Floor1628 John F. Kennedy Blvd.
Philadelphia, PA 19103215-568-6500550 Township Line Road
Suite 100Blue Bell, PA 19422
(484) 342.0200
3/16" = 1'-0"
C:\Users\seung\Documents\Septa 69th Street_Central_seung.rvt
SKL
BKENLARGED ELEVATIONS A14
3/16" = 1'-0"A143 SHEARWALL #2 ENLARGED ELEVATION
3/16" = 1'-0"A141 ENLARGED P/C STACKWALL ELEVATION
3/16" = 1'-0"A142 DETAIL ELEVATION @ SOUTH
6 8 1 / 2 "1 7 4 0
6 8 1 / 2 "1 7 4 0
6 8 1 / 2 "1 7 4 0
F O O T
6 8 1 / 2 "1 7 4 0
F O O T
6 8 1 / 2 "1 7 4 0
S U R F A C E M O U N TF O O T
6 8 1 / 2 "1 7 4 0
S U R F A C E M O U N TF O O T
6 8 1 / 2 "1 7 4 0
S U R F A C E M O U N T
6 8 1 / 2 "1 7 4 0
S U R F A C E M O U N T
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
2345678910
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
15.8
BOTT. OF LIGHT WALLEL. 116'-1"BOTT. OF LIGHT WALL
EL. 114'-1"
12'-0"E.T.W. (C.I.P.) =9'-6"E.T.W. (C.I.P.) =
4'-6"E.T.W. (C.I.P.) =
OPENINGS IN PRECAST LIGHTWALL FOR EXHAUST DUCTWORK, SEE MECH. DRAWINGS
SOLAR PANELS, SEESHEET A05 FOR PLAN
P/C LIGHTWALL
A223
OPP. H.
A233
OPP.H.
STRUCT. FRAMING FORSOLAR PANELS, SEESHEET S34 FOR PLAN& DETAILS
INFILL MESH PANELS,TYP. SEE DET. 3/S51
TYP.
3'-9"
TYP.
3'-9"
MIN.
2'-0"
3'-2"
3'-2" TYP.10'-6" 2'-10" TYP.
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
2 3 4 5 6 7 8 9 10
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
1 5.8
A221
A235
OPP. H
OPENINGS IN PRECASTLIGHT WALL FOR EXHAUSTDUCT WORK, SEE MECH.DRAWINGS
SOLAR PANELS, SEESHEET A05 FOR PLAN
P/C LIGHTWALL
STRUCT. FRAMING FORSOLAR PANELS, SEESHEET S34 FOR PLAN& DETAILS
INFILL MESH PANELS,TYP. SEE DET. 3/S51
BENCH, TYP., SEE L1.07WINDOW & DOOR TOSUPERVISOR'SOFFICE
A273
PROVIDE HIGHPERFORMANCE PAINT -ENTIRE SOUTH FACE OFWALL/ COLUMN
TYP.
3'-9"
TYP.
3'-9"
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
CAPITAL DESIGN AND CONSTRUCTION DIVISION RAIL FACILITIES
CK'DDATEREV DESCRIPTION BY AP'D
WORK ORDER NUMBER
CHECKED BY:
SCALE FACTOR
DRAWN BY:
DATE:
SCALE:
DRAWING
OF
OF
SHEET NO.
DRAWING NUMBER REV1234 MARKET STREET, 13TH FLOOR PHILADELPHIA, PA. 19107
PREPARED BY In Association With SEAL
AB
CD
1 2 3 4 5
DELAWARE COUNTY, PENNSYLVANIA
SEPTA 69th Street TerminalParking Garage
-
90% DESIGN SUBMISSION - 04/07/11
8 Penn Center - 7th Floor1628 John F. Kennedy Blvd.
Philadelphia, PA 19103215-568-6500550 Township Line Road
Suite 100Blue Bell, PA 19422
(484) 342.0200
1/16" = 1'-0"
C:\Users\seung\Documents\Septa 69th Street_Central_seung.rvt
SKL
BKBUILDING SECTIONS A20
1/16" = 1'-0"A201 OVERALL SECTION THRU NORTH BAY LOOKING SOUTH
1/16" = 1'-0"A202 OVERALL SECTION THRU SOUTH BAY LOOKING NORTH
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
C
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
5'-1"
P/C TEE, TYP.
LIGHT CUBE, TYP.SEE ELEC. DWGS
CORRUGATEDSCREEN, TYP.
P/C SPANDREL, TYP.
2" RECESS
METAL FENCE, TYP.SEE DETAIL 2/A12, TYP.
P/C EYEBROW
P/C COLUMN BEYOND
A255
GUARDRAIL, SEEDET. 7/A23
FLAT METAL SCREEN
3'-7 1/2" 1'-5 1/2"
A242
TYP.
P/C COLUMN WITHTHIN BRICK
1'-6"
5'-4"
6'-6"
5'-7"
5'-9"
5'-7"
12'-0"
VARIES, SEE PLAN
3'-9"
3'-0"
3'-0"
1'-0"
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
C
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
12'-0"
11'-4"
11'-4"
18'-0"
TYP.
3" W
ASH
2"X2"ANODIZEDALUM. FRAME
P/C TEE, TYP.
P/C STACKWALLTYP.
WALL SCONCEFIXTURE, TYP.
A254
1'-7"
DOWN LIGHTINGSEE ELEC. DWGS
P/C SPANDREL BEYOND
P/C JOINT,TYP.
1'-0"
W-SHAPE SEESHEET S34 FOR
PLAN AND DETAILS
2'-4 3/8"
8"
5'-3 5/8"
3'-0"
2'-9"
5'-7"
8"2'-4"
UPLIGHTING FOR SIGNAGESEE ELEC. DWGS
GUARDRAIL, TYP.SEE DET. 8/A25
3'-0"
A254
A254
SEE PLAN
8'-11 3/4"
4'-5 1/2"
3/4" P/C JT
12'-0"
3/4" P/C JT11'-3 1/4"
3/4" P/C JT11'-3 1/4"
3/4" P/C JT
8'-11 1/4"
8"8"
3'-0"
3'-0"
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
C
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
CUBE LIGHTING, TYP.
FLAT SCREEN
P/C SPANDRELTYP.
2" RECESS
METAL FENCE,SEE DET. 2/A12, TYP.
P/C COLUMNW/ THIN BRICK
P/C GRADESPANDREL, TYP.
FLAT METAL SCREENWITH IMAGES
FOUNDATION,SEE STRUCT. DWGS
A244
8" 1'-0"8" DIA. PIPE BOLLARDTYP.
1'-6"
5'-4"
6'-6"
5'-7"
5'-9"
5'-7"
12'-0"
9"
CUR B
1'-0"
VARIES, SEE PLAN
P/C COLUMN
P/C EYEBROWSEE DET. 5/A25
9"
P/C SPANDREL
P/C SPANDREL
P/C SPANDREL
3'-0"
3'-0"
3'-9"
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
C
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
LIGHT CUBE, TYP.SEE ELEC. DWG.
CORRUGATEDMETAL SCREEN
P/C SPANDRELTYP.
2" RECESS
METAL FENCE, SEEDET.2/A12, TYP.
WALL SCONCE BEYOND
CURVED METALSCREEN W/ IMAGES
P/C GRADE SPANDREL, TYP.
FOUNDATIONSEE STRUCT. DWGS
3'-7 1/2" 1'-5 1/2"
5'-1"
2'-9"
3'-9"
TYP.
3" W
ASH
6'-6"
A243
P/C COLUMN
1'-6"
5'-4"
12'-0"
5'-7"
5'-9"
5'-7"
VARIES, SEE PLAN
CUR B, TYP.
1'-0"
3'-0"
3'-0"
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
C
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
5'-1"
P/C TEE, TYP.
CORRUGATEDMETAL SCREEN
P/C SPANDRELTYP.
2" RECESS
GUARDRAIL, SEEDET. 7/A23
3/8" THICK ANODIZEDALUM. ANGLE BRACKET,
TYP. BOLTED TOVERTICAL SUPPORT
HORIZ. ALUM. TUBE
3X6 ANODIZED ALUM.VERTICAL SUPPORT
1'-5 1/2"3'-7 1/2"
P/C COLUMN W/THIN BRICK
A241
TYP.
METAL FENCE, TYP.SEE DET. 2/A12
GRADE SPANDRELSEE ELEVATIONS
FOR TOP OF WALL
P/C EYEBROWSEE DET. 5/A25
9'-0"
VARIES, SEE PLAN
11'-4"
11'-4"
3'-9"
3'-0"
3'-0"
1'-6"
5'-4"
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
C
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
METAL FENCE,SEE DETAIL 2/A12, TYP.
2" RECESS, TYP.
SOLAR PANELS,SEE PLAN A05
W SHAPE, SEESTRUCT. DWG S34
A253
1'-7"
P/C JOINT, TYP.
1'-0"
P/C STACK WALLW/ THIN BRICK,
TYP.
P/C TEE, TYP.
8'-11 1/4"
P/C JT
3/4"
11'-3 3/8"
P/C JT
3/4"
11'-3 1/4"
P/C JT
3/4"
1'-7 5/8"
P/C JT
3/4"
11'-8 7/8"
P/C JT
3/4"
12'-0"
3'-0"
TYP.
3'-0"
3'-0"
SEE PLAN
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
CAPITAL DESIGN AND CONSTRUCTION DIVISION RAIL FACILITIES
CK'DDATEREV DESCRIPTION BY AP'D
WORK ORDER NUMBER
CHECKED BY:
SCALE FACTOR
DRAWN BY:
DATE:
SCALE:
DRAWING
OF
OF
SHEET NO.
DRAWING NUMBER REV1234 MARKET STREET, 13TH FLOOR PHILADELPHIA, PA. 19107
PREPARED BY In Association With SEAL
AB
CD
1 2 3 4 5
DELAWARE COUNTY, PENNSYLVANIA
SEPTA 69th Street TerminalParking Garage
-
90% DESIGN SUBMISSION - 04/07/11
8 Penn Center - 7th Floor1628 John F. Kennedy Blvd.
Philadelphia, PA 19103215-568-6500550 Township Line Road
Suite 100Blue Bell, PA 19422
(484) 342.0200
3/16" = 1'-0"
C:\Users\seung\Documents\Septa 69th Street_Central_seung.rvt
SKL
BKWALL SECTIONS A21
3/16" = 1'-0"A213 WALL SECTION THRU SCREEN
3/16" = 1'-0"A215 WALL SECTION THRU STACK WALL 2
3/16" = 1'-0"A211 WALL SECTION THRU FLAT METAL SCREEN W/ IMAGE
3/16" = 1'-0"A212 WALL SECTION THRU CURVED METAL SCREEN W/ IMAGE
3/16" = 1'-0"A213A WALL SECTION @ LIGHT CUBE LOCATION
3/16" = 1'-0"A214 WALLSECTION THRU STACK WALL 1
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
A
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
INTERMEDIATE LEVELBASE EL. 113'-8"
2'-9"
3'-9"
WASH, TYP.
3"
REVEAL, SEE DET. 7/A25
2'-9"
STRUCT. FRAMING FORSOLAR PANELS SEE SHEETS34 FOR PLAN & DETAILS
4'-10"
GALV. HSS COLUMN
P/C COLUMNTYP.
P/C SPANDRELTYP.
P/C DOUBLE TEETYP.
P/C WALL PANEL, TYP.
2'-9"
3'-9"
3'-9"
FOUNDATION, TYP.SEE STRUCT. DRAWINGS
1'-6"
11"
A251
ESCALATORSEE 4/A32 FOR DETAILS
4'-10"
A
P/C SPANDRELTYP.
P/C COLUMN
3'-0"AIR EXHAUST
GRILLE
S029
OPP. H.
P/C DOUBLE TEE,TYP.
SECOND TIEREL. VARIES
THIRD TIEREL. VARIES
TOP TIEREL. VARIES
3'-9"
SEE ELEVATION
VARIES
2'-9"
3'-9"
6'-6"
3'-9"
2'-9"
6'-6"
1'-6"
11"
A251
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
1
P/C SHEARWALLBEYOND
CANOPY
11'-4"
11'-4"
18'-0"
7"11"9"
CANOPY LIGHTING
INTERMEDIATE LEVELBEYOND
12'-0"
6'-3 3/4"
8'-11 1/4"
3/4"
3'-0"
2'-9"
5'-7"
3'-0"
2'-9"
5'-7"
3'-0"
2'-9"
16'-11"
3/4" P/C JOINT, TYP.SEE DET. 2/A50
2"X2" ANODIZED ALUM.FRAME
P/C SPANDRELW/ THIN BRICK, TYP.
P/C DOUBLE TEE, TYP.
TYP.
3" W
ASH
2'-3"
FOUNDATION,TYP.SEE STRUCT. DRAWINGS
S029
OPP.H. VARIES, SEE PLAN
GUARDRAIL, TYP.SEE DET. 8/A25
A252
STRUCT. FRAMING FOR SOLARPANELS SEE SHEET S34 FOR
PLAN & DETAILS
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
1
CANOPY
WASH
3"
P/C HAUNCH, TYP.
INVERTED TEE GIRDER, TYP.
P/C COLUMN BEYOND, TYP.
P/C WALL PANEL, TYP.
BOTT. OF SPANDRELEL. 113'-9 1/2"
GUARD RAIL, TYP.SEE DET. 8/A25
SOLAR PANELS, FOR LAYOUTSEE PLAN A05
12'-0"
11'-4"
11'-4"
18'-0"
VARIES
2'-11 1/4"
A261
9"3'-0"
2'-9" 5'-9"
3'-0"
2'-9" 5'-9"
9"2'-9"
3'-0"
5'-9"
P/C SPANDREL, TYP.
3/4" JOINT, TYP.
P/C TEE, TYP.
1'-6"
11"
S029
OPP.H.
STRUCT. FRAMING FORSOLAR PANELS SEE SHEETS34 FOR PLAN & DETAILS
A252
8'-11 1/4"
3/4"
5'-7"
5'-7"
6'-3 3/4"
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
1
3" W
ASH TYP.
P/C HAUNCH, TYP.
INVERTED TEE GIRDER, TYP.
P/C COLUMN BEYOND, TYP.
P/C WALL PANEL, TYP.
S511
S512
SOLAR PANELS, FOR LAYOUTSEE PLAN A05
P/C DOUBLE TEE, TYP.
FOUNDATION, TYP. SEE STRUCT. DWGS
TYP.
TYP.
P/C SPANDRELWITH THIN BRICK, TYP.
11'-4"
12'-0"
11'-4"
18'-0"
SEE PLAN
VARIES
9" P/C INFILL PANEL,TYP.
3/4" P/C JOINT, TYP.
2" TYP.
11"
1'-6"
P/C SPANDREL, TYP.
S029
OPP. H.
STRUCT. FRAMING FORSOLAR PANELS SEE SHEETS34 FOR PLAN & DETAILS
8'-11 1/4"
3/4" P/C JT
5'-9"
3/4" P/C JT
5'-5 1/2"
3/4" P/C JT
5'-9"
3/4" P/C JT
5'-5 1/2"
3/4" P/C JT
5'-9"
6'-3 3/4"
2'-11 1/4"
VARIES, SEE PLAN
P/C HAUNCH, TYP.
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
CAPITAL DESIGN AND CONSTRUCTION DIVISION RAIL FACILITIES
CK'DDATEREV DESCRIPTION BY AP'D
WORK ORDER NUMBER
CHECKED BY:
SCALE FACTOR
DRAWN BY:
DATE:
SCALE:
DRAWING
OF
OF
SHEET NO.
DRAWING NUMBER REV1234 MARKET STREET, 13TH FLOOR PHILADELPHIA, PA. 19107
PREPARED BY In Association With SEAL
AB
CD
1 2 3 4 5
DELAWARE COUNTY, PENNSYLVANIA
SEPTA 69th Street TerminalParking Garage
-
90% DESIGN SUBMISSION - 04/07/11
8 Penn Center - 7th Floor1628 John F. Kennedy Blvd.
Philadelphia, PA 19103215-568-6500550 Township Line Road
Suite 100Blue Bell, PA 19422
(484) 342.0200
3/16" = 1'-0"
C:\Users\seung\Documents\Septa 69th Street_Central_seung.rvt
SKL
BKWALL SECTIONS A22
3/16" = 1'-0"A224 WALL SECTION THRU NORTH FACADE
3/16" = 1'-0"A225 WALL SECTION THRU NORTH FACADE @ TAXI EXIT
3/16" = 1'-0"A223 WALL SECTION THRU TAXI ENTRY
3/16" = 1'-0"A221 WALL SECTION THRU WEST FACADE @ BUS EXIT
3/16" = 1'-0"A222 WALL SECTION THRU WEST FACADE
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
10
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
VARIES
11'-4"
11'-4"
9'-1"
2'-9"
3'-9"
4'-10"
2'-9"
3'-9"
4'-10"
2'-9"
3'-9"
P/C SPANDRELTYP.
P/C SHEARWALL W/THIN BRICK
P/C EYEBROW SEE DET.5/A23
1'-5 1/8"3'-7 7/8"
5'-1"
A251
S029
OPP. H.
P/C DOUBLE TEE, TYP.
P/C BAND IN SHEARWALLTO ALIGN W/ P/C BAND
OF SPANDREL, TYP.
FOUNDATION, TYP.SEE STRUCT. DRAWINGS
STRUCT. FRAMING FORSOLAR PANELS, SEE S34FOR PLANS AND DETAILS
P/C EYEBROW SUPPORTS,SEE STRUCT. DWGS 2'-3"
1'-6"
6'-6"
6'-6"
6'-6"
P/C BAND IN SHEARWALLTYP.
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
10
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
A254
A254
CUBE LIGHTING, TYP. BEYOND
P/C EYEBROW SUPPORTPIER, TYP.
STRUCT. FRAMING FORSOLAR PANELS, SEE S34FOR PLANS AND DETAILS
18'-0"
11'-4"
11'-4"
9'-1"
P/C EYEBROW, SEE 5/A23
SHEARWALL WITH THIN BRICK
7'-8 1/8"
3'-10 1/4"
4'-8 3/4"
2'-9"
3'-10 1/4"
4'-8 3/4"
2'-9"
4'-3"
SIM.
SEE PLAN
P/C TEES, TYP.
TYP.
3" W
ASH,
TYP.
FOUNDATION, TYP.SEE STRUCT. DRAWINGS
3'-7 7/8" 1'-5 1/8"
THIN BRICK
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
A
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
A251
11'-4"
11'-4"
18'-0"
11" 7"
SIDEWALK
S.O.G.
TYP.
3" W
ASH
P/C COLUMN BEYOND
P/C SPANDREL,TYP.
P/C WALL
P/C SLABWITH INSULATION
STRUCT. FRAMING FOR SOLARPANELS, SEE SHEET S34
FOR PLAN & DETAILS
FOUNDATION, TYP.SEE STRUCT.
DRAWINGS
SEE PLAN
TYP.
159'-3"
TOP OF STEEL
3'-9"
2'-9"
6'-6"
4'-10"
3'-9"
2'-9"
6'-6"
11'-0"
P/C EYE-BROWSEE 5/A23
A
3'-9"
2'-9"
P/C COLUMNBEYOND
P/C SPANDRELTYP.
S.O.G.
3" W
ASH
C.I.P. WALL, TYP.SEE STRUCT.
DRAWINGS FOR DETAILS
6'-6"3" W
ASH
2'-9"
3'-9"
6'-6"3" WASH
GAL. HSS COLUMN
P/C DOUBLE TEE TYP.
C.I.P. PIER, TYP.SEE STRUCT.
DRAWINGSFOR DETAILS
P/C COLUMNTYP.
FOUNDATION, TYP.SEE STRUCT.
DRAWINGS
STRUCT. FRAMINGFOR SOLAR PANELSSEE SHEET S34 FOR
PLAN & DETAILS
SECOND TIEREL. VARIES
THIRD TIEREL. VARIES
TOP TIEREL. VARIES
3'-9" M
IN.
SIDEWALK, TYP.
A251
152'-5"
T.O. COLUMN
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
10
THIRD TIERBASE EL. 137'-4"
TOP TIERBASE EL. 148'-8"
P/C EYEBROW SUPPORTPIER, TYP.
P/C EYEBROWSEE 5/A23
P/C TEES, TYP.
FOUNDATION, TYP.SEE STRUCT. DRAWINGS
A244
P/C COLUMN, TYP.
P/C SPANDREL, TYP.
P/C COLUMN WITHTHIN BRICK
P/C TEES, TYP.
8" PIPE BOLLARDSEE DET. 10/S20
2'-9"
3'-0"
5'-7"
2'-9"
3'-0"
5'-7"
2'-9"
3'-9"
6'-6"
5'-9"
5'-9"
9"9"
TYP.
3" W
ASH
GUARDRAIL, TYP.SEE DET. 8/A25
FLAT SCREEN, TYP.
FLAT SCREEN WITHIMAGE, TYP.
3'-7 7/8" 1'-5 1/8"
CLEARANCE BAR, TYP.
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
CAPITAL DESIGN AND CONSTRUCTION DIVISION RAIL FACILITIES
CK'DDATEREV DESCRIPTION BY AP'D
WORK ORDER NUMBER
CHECKED BY:
SCALE FACTOR
DRAWN BY:
DATE:
SCALE:
DRAWING
OF
OF
SHEET NO.
DRAWING NUMBER REV1234 MARKET STREET, 13TH FLOOR PHILADELPHIA, PA. 19107
PREPARED BY In Association With SEAL
AB
CD
1 2 3 4 5
DELAWARE COUNTY, PENNSYLVANIA
SEPTA 69th Street TerminalParking Garage
-
90% DESIGN SUBMISSION - 04/07/11
8 Penn Center - 7th Floor1628 John F. Kennedy Blvd.
Philadelphia, PA 19103215-568-6500550 Township Line Road
Suite 100Blue Bell, PA 19422
(484) 342.0200
3/16" = 1'-0"
C:\Users\seung\Documents\Septa 69th Street_Central_seung.rvt
SKL
BKWALL SECTIONS A23
3/16" = 1'-0"A233 WALL SECTION THRU EAST FACADE
3/16" = 1'-0"A234 WALL SECTION THRU SHEARWALL
3/16" = 1'-0"A232
WALL SECTION THRU NORTH FACADE @ PARKING OFFICEON GROUND TIER
3/16" = 1'-0"A231 WALL SECTION THRU NORTH FACADE BET. GRID 7 & 9
3/16" = 1'-0"A235 WALL SECTION THRU BUS ENTRY
6'-6"
1/2" SLOPE, TYP.
CONT. DRIP,TYP.SEE DET. 6/A25
FOR PRECAST SPANDRELFINISH, SEE PRECAST
BUILDING ELEVATIONS ONSHEET A11, TYP.
(CONTINUE ARCHITECTURALFINISH AT TOP AND BOTTOM
OF SPANDREL, TYP.)
1/2"
THIN BRICK @EAST ELEVATION
3/4"
3/4"
6 7/8"
6 3/4"
11"
3/4" CHAMFER, TYP.
2" REVEAL CONDITIONAS SHOWN ON ELEVATION
1/2"
1"1/2"
2"
1"
1'-6"
SLOPE
CONT. DRIP, TYP.SEE DET. 1/A25
1 1/2"
3'-7 1/2" 1'-5 1/2"
5'-1"
P/C COLUMN
P/C EYE-BROW
SEE ELEVATIONS FORFINISHES
2"
SEE ELEVATION
3/4" JOINT, SEEDET. 2/A50, SIM.
4"
SEE ELEVATIONS
4"
SECTIONS
SEE
8"
SEE ELEVATIONS
OPENING VARIES
SLOPE 1/2"
DRIP, TYP.SEE 6/A25
3/4" CHAMFERTYP.
2" DIA. HOLE FILLEDW/ NSNS GROUT
SEALANT(ALL AROUND)
1 1/2" DIA. PIPERAILING - HOT DIPGALV. ENTIRE RAILING
C RAILINGL
(2) #4 X 1'-6"HAIRPINS AROUNDHOLE
P/C SPANDREL
9"
4 1/2"
3/4" DIA. PIPERAILING, HOT DIP GALV.
EQ EQ
11"SECTION ELEVATION
1 1/2" DIA. PIPEPOST - HOT DIP GALV.SPACED AT 4'-0" O.C. MIN.
3/4" DIA. PIPERAILING, HOT DIP GALV.
3 1/2" MAX.
FACE OF P/C
3/4" CHAMFER, TYP.
GRID
GRID
THIN BRICKTYP.
5"11" 1'-4"
P/C GRADE SPANDREL
INTERIOR
EXTERIOR
P/C SPANDREL ABOVE
4"
1'-8"
1'-4"
1'-4"
2'-8"
1'-0" 1'-0"
2'-0"
3/4" CHAMFER, TYP.
INTERIOREXTERIOR
10
C
THIN BRICK,TYP.
P/C GRADE SPANDREL
P/C SPANDRELABOVE
1'-4"
2"1'-4"
2'-8"
1'-0"
4"5"
11"1'-8"
1'-4" 1'-4" 2"
2'-8"
1'-8"3/4" CHAMFERTYP.
3/4"
3/4"
3/4"
3/4"
3/4"
1/2" SLOPE, TYP.
CONT. DRIP, TYP.SEE DET. 6/A25
FOR PRECAST SPANDRELFINISH, SEE PRECAST
BUILDING ELEVATIONS ONSHEET A11, TYP.
(CONTINUE ARCHITECTURALPRECAST FINISH AT TOP
AND BOTTOM OF SPANDREL,TYP.)
THIN BRICK AT WESTELEVATION (FOR EXTENT
OF THIN BRICK, SEEELEVATION A11)
11"
5'-9"
3/4" CHAMFER, TYP.
1/2"
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
CAPITAL DESIGN AND CONSTRUCTION DIVISION RAIL FACILITIES
CK'DDATEREV DESCRIPTION BY AP'D
WORK ORDER NUMBER
CHECKED BY:
SCALE FACTOR
DRAWN BY:
DATE:
SCALE:
DRAWING
OF
OF
SHEET NO.
DRAWING NUMBER REV1234 MARKET STREET, 13TH FLOOR PHILADELPHIA, PA. 19107
PREPARED BY In Association With SEAL
AB
CD
1 2 3 4 5
DELAWARE COUNTY, PENNSYLVANIA
SEPTA 69th Street TerminalParking Garage
-
90% DESIGN SUBMISSION - 04/07/11
8 Penn Center - 7th Floor1628 John F. Kennedy Blvd.
Philadelphia, PA 19103215-568-6500550 Township Line Road
Suite 100Blue Bell, PA 19422
(484) 342.0200
As indicated
C:\Users\seung\Documents\Septa 69th Street_Central_seung.rvt
SKL
BKEXTERIOR WALL DETAILS A25
3/4" = 1'-0"A251 P/C SPANDREL DETAIL 1
3" = 1'-0"A257 REVEAL DETAIL
3/4" = 1'-0"A255 P/C EYEBROW DETAIL
3/4" = 1'-0"A253 P/C STACKWALL DETAIL
3/4" = 1'-0"A254 P/C STACKWALL DETAIL 2
1 1/2" = 1'-0"A258 GUARDRAIL DETAIL (AT 2ND & 3RD TIER)
3/4" = 1'-0"A259 PLAN DETAIL OF EXTERIOR COLUMN W/ THIN BRICK
3/4" = 1'-0"A2510
PLAN DETAIL OF EXTERIOR CORNER COLUMN W/ THINBRICK
3" = 1'-0"A256 DRIP DETAIL
3/4" = 1'-0"A252 P/C SPANDREL DETAIL 2
DN
6
A
B
1A36
5.8
MECH. ROOM104
JANITOR'S ROOM108
UPS ROOM107
TOILET ROOM109
104
106
108
110A
ELEC. ROOM(SOLAR)
105
ELEC./ COMM.106
STARTER BOOTH/SUPERVISOR'S
OFFICE110
105
107B
109
110B
9"7'-8"
3'-0"
9"8"
11"
3'-0"
4'-1"
8"5'-2"
6'-0"
4'-10"
8"4'-10"
3'-0"
10"
8"10"
3'-0"
2'-2"
5'-4"
1'-4"
1'-0"
12'-0" 13'-2"
25'-6"
17'-10" 8" 7'-0"
16'-0"
8'-8"
12'-8"
8'-0"
12'-2"
A36
3
A36 4
2A36
A353
24"X24"MOP SINK
ADA DRINKINGFOUNTAIN
15'-4"
102'-0"
F.F.ELEV.
102'-2"F.F.ELEV.
102'-4"
F.F.ELEV.
102'-8"
F.F.ELEV.
102'-4"
F.F.ELEV.
102'-10"
F.F.ELEV.
2
2
5
5
1
1A
5
2
2
CIP WALL
HANDRAIL ATBOTH SIDE AT3'-0" HIGH
2
3
3
2B
3B
2B
2B
2B
2B
8"
1'-5"
6
A
B
5.8
UPS ROOM107
TOILET ROOM109
JANITOR'S ROOM108
MECH. ROOM104
ELEC. ROOM(SOLAR)
105
ELEC./ COMM.106
STARTER BOOTH/SUPERVISOR'S
OFFICE110
A36
3
A36 4
P/C TEE ABOVE
P/C TEE ABOVE
P/C TEE ABOVE
P/C TEE ABOVE
P/C TEE ABOVE
2'X2' ACOUSTIC CEILINGPANELS @ 9'-0" AFF
2'X2' ACOUSTIC CEILING PANELS@ 8'-6" AFF
2'X4' LIGHT FIXTURE, TYP.SEE ELEC. DWGS
GRILLE,SEE MECH. DWGS
CLEARANCE
5'-0"
2'-8 1/2"
10" 3'-0"
3'-7 1/8"
CLEARANCE
4'-8"
1'-6"
C OF TOILETL
1'-0"
3'-6"
SINK, TYP.
GRABBAR, TYP.
4 7/8"
8'-3 1/8"
1'-8 1/4"
8'-5"
A38
4
3 5SIM.
SIM.
SIM.
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
CAPITAL DESIGN AND CONSTRUCTION DIVISION RAIL FACILITIES
CK'DDATEREV DESCRIPTION BY AP'D
WORK ORDER NUMBER
CHECKED BY:
SCALE FACTOR
DRAWN BY:
DATE:
SCALE:
DRAWING
OF
OF
SHEET NO.
DRAWING NUMBER REV1234 MARKET STREET, 13TH FLOOR PHILADELPHIA, PA. 19107
PREPARED BY In Association With SEAL
AB
CD
1 2 3 4 5
DELAWARE COUNTY, PENNSYLVANIA
SEPTA 69th Street TerminalParking Garage
-
NN
90% DESIGN SUBMISSION - 04/07/11
8 Penn Center - 7th Floor1628 John F. Kennedy Blvd.
Philadelphia, PA 19103215-568-6500550 Township Line Road
Suite 100Blue Bell, PA 19422
(484) 342.0200
As indicated
C:\Users\seung\Documents\Septa 69th Street_Central_seung.rvt
SKL
BKMPE ROOMS & SUPERVISOR'S OFFICE PLANS AND DETAILS A35
1/4" = 1'-0"A351 ENLARGED MPE ROOMS
1/4" = 1'-0"A352 MPE ROOMS REFLECTED CEILING PLAN
1/2" = 1'-0"A353 ENLARGED TOILET ROOM PLAN
SEE 3, 4 & 5/A7.1 FOR TOILET ROOM ELEVATIONS, SIM.
NOTE: FOR WALL TYPES SEE SHEET A71-
GROUND TIERBASE EL. 108'-0"
65.8
2A36
S0214
SIM.
P/C DOUBLE TEESTYP.
SLAB ON GRADE
C.I.P. WALLSEE STRUCT.DRAWINGS
CEILINGACOUSTICAL CEILING PANELS
CMU WALLTYP.
2'-10"
10" 3'-0"
2'-10"
SINK
TOILET
C OF GRAB BAR
L
SLAB ON GRADE
FOUNDATIONSEE STRUCT. DRAWING
GROUND TIERBASE EL. 108'-0"
A B1
A36
P/C SPANDRELTYP.
C.I.P. WALL
C.I.P. PIER, TYP.
SLAB ON GRADE, TYP.
CMU WALL, TYP.
9"
TWO EQ.
RIERS
P/C LIGHT WALLTYP.
FOUNDATIONSEE STRUCT. DWGS
P/C TEES, BEYOND
CONC. PAVER TILESFOR DET. SEELANDSCAPE ARCH.DRAWINGS
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
65.8 2A36
2'-4"
2'-4"
-4'-5"
EQEQEQ
9'-6"
4'-8"
ALUM. STOREFRONTSYSTEM, TYP.
1'-4"
P/C LIGHT WALL
P/C TEES, TYP.
P/C HAUNCH,TYP.
EL.
FOUNDATION,SEE STRUCT. DWGS
G3 G3 G3
G3 G3 G3
2'-3"16'-8"
1'-4 3/4"
1'-11 1/4"
3'-4"
AC UNITSEE MECH. DWGS
SIDEWALK, TYP.
GROUND TIERBASE EL. 108'-0"
A B
1A20
1A36
-6'-2"
-5'-0"C.I.P CURBEL. -5'-0"
-5'-8"C.I.P CURBEL.
EL.
2'-4"
2'-4"
4'-8"
1'-4"
EQ EQ
5'-4" 1'-4"
ALUM. STOREFRONTSYSTEM
P/C LIGHT WALL
CMU WALL, TYP.SEE DET.
P/C TEES, TYP.
P/C HAUNCH, TYP.
C.I.P. CURB AT EL. -5'-8"
=/- 30'-6"
C.I.P. CURB AT EL. -5'-0"
=/- 27'-4"
P/C SPANDRELTYP.
EXHAUSTLOUVERS, TYP.
CONC. PAVER TILESSEE LANDSCAPE ARCH.DRAWINGS, TYP.
C.I.P. PIER, TYP.
H.M. DOORS, TYP.SEE DOOR SCHEDULE
G3
G3G3
G3
P/C CONC.SILL
AIR LOUVER, TYP.SEE MECH. DWGS
9'-4"
THRU WALL AC UNIT, TYP.SEE MECH. DRAWINGS
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
CAPITAL DESIGN AND CONSTRUCTION DIVISION RAIL FACILITIES
CK'DDATEREV DESCRIPTION BY AP'D
WORK ORDER NUMBER
CHECKED BY:
SCALE FACTOR
DRAWN BY:
DATE:
SCALE:
DRAWING
OF
OF
SHEET NO.
DRAWING NUMBER REV1234 MARKET STREET, 13TH FLOOR PHILADELPHIA, PA. 19107
PREPARED BY In Association With SEAL
AB
CD
1 2 3 4 5
DELAWARE COUNTY, PENNSYLVANIA
SEPTA 69th Street TerminalParking Garage
-
90% DESIGN SUBMISSION - 04/07/11
8 Penn Center - 7th Floor1628 John F. Kennedy Blvd.
Philadelphia, PA 19103215-568-6500550 Township Line Road
Suite 100Blue Bell, PA 19422
(484) 342.0200
1/4" = 1'-0"
C:\Users\seung\Documents\Septa 69th Street_Central_seung.rvt
SKL
BKMPE ROOMS & SUPERVISOR'S OFFICE SECTIONS AND
ELEVATIONS A36
1/4" = 1'-0"A361 Section 11
1/4" = 1'-0"A362 Detail 81
1/4" = 1'-0"A363 Elevation 6 - a
1/4" = 1'-0"A364 Elevation 7 - a
10
A
4A37
5A37
EPDM ROOFING MEMBRANCEWITH 4" MIN. RIGID INSULATION
P/C HAUNCH BELOW, TYP.
1'-4"2" E.J.10"40'-7 1/2"
1/4" PER FOOT
SLOPE
1/4" PER FOOT 1/4" PER FOOT
20'-0" C OF THRU WALL OPENING FOR DRAINAGEL
9
10
A
4A37
COUNTING ROOM112
PARKING OFFICE111 TOILET ROOM
113
111
112
11311'-4 5/8"
7'-7 1/8"
2'-4"
5A37
A382
SEE DET. 4/S032" E.J.
10"
1'-4"
4'-9 1/2"
6'-0"
2'-3 1/2"
14'-5"
A37 6
16'-3 3/4" 21'-3 3/4" 1'-4"
STAIR TOWER #2
7'-11 1/8"
11
15
1A
5
F4
23°
3'-0"
SECOND TIERBASE EL. 126'-0"
A
11'-0"
4'-6"
9'-0"
ROOF OF PARKINGOFFICE
BASE EL. 119'-0"
FOUNDATIONSEE STRUCTURAL DRAWINGS
S.O.G. W/ 10 MIL VAPOR BARRIER
2X2 ACOUSTIC CEILINGPANELS
P/C SLAB
P/C WALL
EPDM ROOFING WITHSLOPING RIGID INSULATION
P/C TEES, TYP.
P/C WALL OF STAIR #2
P/C WALL
P/CSPANDREL,TYP.
1" R-7 PERIMETER RIGID INSULATION
107'-4"EL.
PARKING OFFICE FFE
P/C HAUNCHTYP.
SECOND TIERBASE EL. 126'-0"
9 104
A37
ROOF OF PARKINGOFFICE
BASE EL. 119'-0"
S.O.G. W/ 10 MILVAPOR BARRIER
2X2 ACOUSTIC CEILINGPANELS, TYP.
P/C SLAB
EPDM ROOFING WITHRIGID INSULATION
P/C TEES, TYP.
P/C WALL OF STAIR #2
P/C WALL
1" R-7 PERIMETERRIGID INSULATION, TYP.
P/C COLUMN
P/C SPANDREL
ALUM.STOREFRONTSYSTEM
P/C WALLBEYOND
107'-4"
PARKING OFFICE FFL
EL.
P/C GRADESPANDREL
A533
A705
TYP.
SIM.
A.C. UNIT, TYP.SEE MECH. DWGS
SLOPE 1/4" PER FT
1'-4 3/4"
7'-1 1/4"
2'-3"8'-0"2'-3"4'-2 3/4"
10
A
EQ.1 EQ.1
EQ.2
EQ.2 CEILING HEIGHT: 9'-0"
CEILING HEIGHT: 9'-0"
CEILING HEIGHT:8'-6"
2'X2' CEILING PANELSTYP.LIGHT FIXTURE, TYP.SEE ELEC. DRAWINGS
GRILLE, SEE MECH.DWGS
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
A5
A37
6'-2"
5'-6" R.O.
2'-4"
4'-9 1/2" 6'-0" R.O. 2'-3 1/2"
ALUM.STOREFRONT
EQ EQ
1'-5"
4'-1"
P/C WALLPANELS,TYP.
SIDEWALK,TYP.
P/C DOUBLETEE, TYP.
P/C SPANDRELTYP.
P/C JOINT,TYP.
2" P/CREVEAL,TYP.
G3 G3
G3 G3
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
CAPITAL DESIGN AND CONSTRUCTION DIVISION RAIL FACILITIES
CK'DDATEREV DESCRIPTION BY AP'D
WORK ORDER NUMBER
CHECKED BY:
SCALE FACTOR
DRAWN BY:
DATE:
SCALE:
DRAWING
OF
OF
SHEET NO.
DRAWING NUMBER REV1234 MARKET STREET, 13TH FLOOR PHILADELPHIA, PA. 19107
PREPARED BY In Association With SEAL
AB
CD
1 2 3 4 5
DELAWARE COUNTY, PENNSYLVANIA
SEPTA 69th Street TerminalParking Garage
-
NN
90% DESIGN SUBMISSION - 04/07/11
8 Penn Center - 7th Floor1628 John F. Kennedy Blvd.
Philadelphia, PA 19103215-568-6500550 Township Line Road
Suite 100Blue Bell, PA 19422
(484) 342.0200
As indicated
C:\Users\seung\Documents\Septa 69th Street_Central_seung.rvt
SKL
BKPARKING OFFICE PLANS, SECTIONS & ELEVATIONS A37
3/16" = 1'-0"A371 ROOF OF PARKING OFFICE
3/16" = 1'-0"A372 PARKING OFFICE
1/4" = 1'-0"A374 PARKING OFFICE SECTION
1/4" = 1'-0"A375 PARKING OFFICE SECTION2
3/16" = 1'-0"A373 PARKING OFFICE RCP
1/4" = 1'-0"A376 PARKING OFFICE-WEST ELEVATION
NOTE: FOR WALL TYPES SEE SHEET A71-
10
A
TOILET ROOM113
113
A383 5
4
3'-6" GRAB BAR
1'-0"
C OF WATER CLOSETL
5'-0" CLEARANCE
4'-8" CLEARANCE
2'-4"
1'-6"
1'-0" 2'-0"
6"
3'-0" GRAB BAR
7'-9 7/8"
1'-6"
GRAB BARS
9"
TOILET PAPERDISPENSER
CERAMIC TILE TO FLOORAT 3 WALLS
1'-4"
CL OFGRAB BARS
2'-10"
ACOUSTIC CEILINGPANELS, TYP.
10
1'-6"
2'-10"
MIRROR
3'-2"
4'-8"
8'-6" CEILING HEIGHT
2'-10"
MIRROW,SEE SPEC FOR SIZE
LAVATORY
LAVATORY
2'-10"
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
9 104
A37
3'-0" 16'-3 3/4"
EQ EQ EQ EQ
ALUM.STOREFRONT, TYP.
P/C WALLPANELS, TYP.
SIDEWALK,TYP.
P/C DOUBLETEE, TYP.
P/C SPANDRELTYP.
1'-5"
7'-1"
107'-4"
7'-10"
8"
14'-8"
2" P/CREVEAL, TYP.
F.F.E.
P/C JOINTTYP.
G3G3G3 G3
G3G3G3 G3 G3
GROUND TIERBASE EL. 108'-0"
SECOND TIERBASE EL. 126'-0"
10
ROOF OF PARKINGOFFICE
BASE EL. 119'-0"
5'-0 3/4"2'-3"8'-0"2'-3"8'-11 1/2"2'-3"
6'-5 1/4"
1'-4 3/4"
7'-10"
6"1'-4"1'-4"
4" 4"
20'-0"10"
P/C SPANDREL, TYP.
P/C COLUMN, TYP.
AIR LOUVERSEE MECH. DWGS
P/C WALL PANELTYP
2" P/C REVEAL
THRU WALL SCUPPER
SIDEWALK, TYP.
P/C JOINT, TYP.
AC UNIT, TYP.SEE MECH. DWGS
WALL CAPSEE MECH. DWGS
5'-6"10"
1'-1"
1'-4"
8"
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
CAPITAL DESIGN AND CONSTRUCTION DIVISION RAIL FACILITIES
CK'DDATEREV DESCRIPTION BY AP'D
WORK ORDER NUMBER
CHECKED BY:
SCALE FACTOR
DRAWN BY:
DATE:
SCALE:
DRAWING
OF
OF
SHEET NO.
DRAWING NUMBER REV1234 MARKET STREET, 13TH FLOOR PHILADELPHIA, PA. 19107
PREPARED BY In Association With SEAL
AB
CD
1 2 3 4 5
DELAWARE COUNTY, PENNSYLVANIA
SEPTA 69th Street TerminalParking Garage
-
90% DESIGN SUBMISSION - 04/07/11
8 Penn Center - 7th Floor1628 John F. Kennedy Blvd.
Philadelphia, PA 19103215-568-6500550 Township Line Road
Suite 100Blue Bell, PA 19422
(484) 342.0200
As indicated
C:\Users\seung\Documents\Septa 69th Street_Central_seung.rvt
SKL
BKPARKING OFFICE TOILET ROOM DETAIL PLAN AND INTERIOR
ELEVATIONS A38
1/2" = 1'-0"A382 PARKING OFFICE(toilet room)
1/2" = 1'-0"A383 TOILET ROOM ELEVATION 1
1/2" = 1'-0"A384 TOILET ROOM ELEVATION 2
1/2" = 1'-0"A385 TOILET ROOM ELEVATION 3
1/4" = 1'-0"A381 PARKING OFFICE - SOUTH ELEVATION
1/4" = 1'-0"A386 PARKING OFFICE - WEST ELEVATION
UP
S23S8S19 S19S22 S7
S7
S20
S27
S20
S7S8
S7
S23S19
UP
DN
S22 S19
S24
S27
S19 S19
UP
DN
S7
S22S23
S8 S7S27
UP
DN
S7
S7S19 S19S22 S8S23S27
A
1
.10T @ 11" = 9'-2"
2"1'-0" 11'-0 3/4" 6'-5" D.O. 6'-0" 14'-4 1/4" R.O. 5'-0" 1'-0"
11'-0"
7'-7" R.O.
4'-7"
1'-0"
5'-5"
2"5'-5"
P/C WALLIN FRON OF P/C WALL
EL.-(9'-6")
EL.-(9'-4") EL.-(9'-4")
EL.-(9'-4")
EL.-(9'-2") EL.-(9'-0")
EL.-(9'-4") EL.-(9'-0")
FD
6'-7"25'-8"
9"8'-1"
1'-0"
14'-1"
1'-0"
9"
9"
44'-10" 2" 2'-3"
1'-0" 20'-4" 1'-0" 21'-6" 1'-0" 1'-8" 7"
EQ. EQ. 12'-1" 3T @ 11"= 2'-9"
6'-8"
11'-11"
101A
101B
1'-0"
13'-1" R.O.
BASEBOARD (6" AFF.)BASEBOARD (6" AFF.)
4'-7 1/2" 4'-10" R.O. 1'-5" 4'-10" R.O. 4'-7 1/2"
8" 3'-6" D.O. 8" 8" 3'-6" D.O. 8"
ELECTRICAL CHASEPAY-ON-FOOT MACHINE
STAIR/ELEVATOR#1
LOBBY
101
STAIR #1101S
CMU WALLCLOSUREBELOW
.
PIT LADDER,SEE DET.X/AXX
SUMP PIT
A
1
.
9T @ 11"= 8'-3"
44'-10" 2" EXP. JT. 2'-3"
1'-0" 20'-4" 1'-0" 21'-6" 1'-0" 1'-8" 7"
EQ. EQ.
2" 1'-0" 5'-3" 32'-7" R.O. 5'-0" 1'-0"
9"11'-0"
7'-7" R.O.
4'-7"
1'-0"
ALUM. & GLASSAUTOMATIC SLIDING DOOR
PAY-ON-FOOTMACHINE
5'-9".
10T @ 11"= 9'-2"
EL.+(0'-0")
EL.+(0'-0") EL.+(0'-0")
EL.+(0'-0")
EL.+(0'-0")
EL.+(0'-0")
5'-5"
2"5'-5"
25'-8"
9"8'-1"
1'-0"
13'-7"
1'-6"
9"
9"
6'-7"
5'-8" 10T @ 11"= 9'-2" 6'-8"
11'-11"
M01A
M01B12'-0 1/2" R.O.
BASEBOARD (6" AFF.)
4'-7 1/2" 4'-10" R.O. 1'-5" 4'-10" R.O. 4'-7 1/2"
8" 3'-6" D.O. 8" 8" 3'-6" D.O. 8"BRIDGETO EXIST. BUDG.- SEE DWG. A60~63
STAIR/ELEVATOR#1
LOBBYM01
STAIR #1M01S
A
1
44'-10" 2" EXP. JT. 2'-3"
1'-0" 20'-4" 1'-0" 21'-6" 1'-0" 1'-8" 7"
EQ. EQ.
9"11'-0"
7'-7" R.O.
4'-7"
1'-0"
.
9T @ 11"= 8'-3"7'-6"
.
9T @ 11"= 8'-3"
2"1'-0" 5'-3" 32'-7" R.O. 5'-0" 1'-0"
EL.+(0'-0")
EL.+(0'-0") EL.+(0'-0")
EL.+(0'-0")
EL.+(0'-0")
EL.+(0'-0")
5'-9"
5'-5"
2"5'-5"
5'-8" 10T @ 11"= 9'-2" 6'-8"
25'-8"
9"8'-1"
1'-0"
14'-1"
1'-0"
9"
11'-11"
201
4'-7 1/2" 4'-10" R.O. 1'-5" 4'-10" R.O. 4'-7 1/2"
8" 3'-6" D.O. 8" 8" 3'-6" D.O. 8"
STAIR #1201S
STAIR/ELEVATOR#1
LOBBY201
A
1
1A45
2A46
A443
1A46
A43 1
A44
1
2A45
2A44
302
EL.+(0'-0")
8X8X1/2 HSS POST, TYP.
4X2X1/2 HSS TUBE, TYP.W8X15 SEPARATOR BEAM, TYP.
P/C HAUNCHBELOW, TYP.
ALUM.CURTAIN WALL, TYP.
ELEVATOR #2,TYP.
EL.+(0'-0")
3A45
25'-8"
9"8'-1"
1'-0"
14'-1"
1'-0"
9"
9"
44'-10" @ BOTH SIDES, TYP.2" EXP. JT., SEE DET. 4/S03
2'-3"
1'-0" 20'-4" 1'-0" 21'-6" 1'-0" 1'-8" 7"
EQ. EQ. 6'-7" 9T @ 11"= 8'-3" 6'-8"
2" 1'-0" 5'-3" 32'-7" R.O. 5