ABBREVIATIONS SYMBOL LEGEND MATERIAL LEGEND Street Station... · 2011. 11. 13. · astm asph assy arch approx astm international avenue automatic ep encl emer elev elec emergency

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




WORK ORDER NUMBER

CHECKED BY:

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DATE:

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OF

OF

SHEET NO.



AB

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1 2 3 4 5



-

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(484) 342.0200

As indicated


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






1 10

A

C

11'-4"

11'-4"

18'-0"



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"




WORK ORDER NUMBER

CHECKED BY:

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DRAWN BY:

DATE:

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OF

OF

SHEET NO.



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(484) 342.0200

As indicated


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


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






1 10

A

C

11'-4"

11'-4"

18'-0"



"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"




WORK ORDER NUMBER

CHECKED BY:

SCALE FACTOR

DRAWN BY:

DATE:

SCALE:

DRAWING

OF

OF

SHEET NO.



AB

CD

1 2 3 4 5



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(484) 342.0200

As indicated


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


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






1 10

A

C

11'-4"

11'-4"

18'-0"






WORK ORDER NUMBER

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DATE:

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AB

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1 2 3 4 5



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(484) 342.0200

As indicated


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




WORK ORDER NUMBER

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(484) 342.0200

1" = 20'-0"


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




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(484) 342.0200

As indicated


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



ABC



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



2 3 4 5 6 7 8 9 10



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"




WORK ORDER NUMBER

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(484) 342.0200

1/16" = 1'-0"


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



2 3 4 5 6 7 8 9 10



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

----


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"



ABC



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


F43 3

5A23

P/C SPANDRELWITH CUT-0UTS, TYP.



A B C



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 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




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(484) 342.0200

As indicated


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





2345678910



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(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




WORK ORDER NUMBER

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(484) 342.0200

As indicated


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





B C



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 COLUMN W/ THINBRICK AT (3) EXPOSEDSIDES


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.




WORK ORDER NUMBER

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(484) 342.0200

3/16" = 1'-0"


SKL

BKENLARGED ELEVATION A13

3/16" = 1'-0"A131 ENLARGED WEST ELEVATION



B



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"



2



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"


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


METAL FENCESEE DET. 2/A12

P/C COLUMNW/ THIN BRICK, TYP.


P/C GRADE SPANDREL

4'-6"

34'-0"





WORK ORDER NUMBER

CHECKED BY:

SCALE FACTOR

DRAWN BY:

DATE:

SCALE:

DRAWING

OF

OF

SHEET NO.



AB

CD

1 2 3 4 5



-





(484) 342.0200

3/16" = 1'-0"


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



2345678910



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.



2 3 4 5 6 7 8 9 10



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"




WORK ORDER NUMBER

CHECKED BY:

SCALE FACTOR

DRAWN BY:

DATE:

SCALE:

DRAWING

OF

OF

SHEET NO.



AB

CD

1 2 3 4 5



-





(484) 342.0200

1/16" = 1'-0"


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



C



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"



C



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


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"



C



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"



C



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"



C



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"



C



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




WORK ORDER NUMBER

CHECKED BY:

SCALE FACTOR

DRAWN BY:

DATE:

SCALE:

DRAWING

OF

OF

SHEET NO.



AB

CD

1 2 3 4 5



-





(484) 342.0200

3/16" = 1'-0"


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



A



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"


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





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


A252

STRUCT. FRAMING FOR SOLARPANELS SEE SHEET S34 FOR

PLAN & DETAILS





1

CANOPY

WASH

3"

P/C HAUNCH, TYP.

INVERTED TEE GIRDER, TYP.

P/C COLUMN BEYOND, 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.


A252

8'-11 1/4"

3/4"

5'-7"

5'-7"

6'-3 3/4"





1

3" W

ASH TYP.

P/C HAUNCH, TYP.

INVERTED TEE GIRDER, TYP.

P/C COLUMN BEYOND, TYP.


S511

S512

SOLAR PANELS, FOR LAYOUTSEE PLAN A05


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.


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.




WORK ORDER NUMBER

CHECKED BY:

SCALE FACTOR

DRAWN BY:

DATE:

SCALE:

DRAWING

OF

OF

SHEET NO.



AB

CD

1 2 3 4 5



-





(484) 342.0200

3/16" = 1'-0"


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



10



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 BAND IN SHEARWALLTO ALIGN W/ P/C BAND

OF SPANDREL, TYP.


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.



10



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.


3'-7 7/8" 1'-5 1/8"

THIN BRICK



A



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



10



P/C EYEBROW SUPPORTPIER, TYP.

P/C EYEBROWSEE 5/A23

P/C TEES, TYP.


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


FLAT SCREEN, TYP.

FLAT SCREEN WITHIMAGE, TYP.

3'-7 7/8" 1'-5 1/8"

CLEARANCE BAR, TYP.




WORK ORDER NUMBER

CHECKED BY:

SCALE FACTOR

DRAWN BY:

DATE:

SCALE:

DRAWING

OF

OF

SHEET NO.



AB

CD

1 2 3 4 5



-





(484) 342.0200

3/16" = 1'-0"


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"




WORK ORDER NUMBER

CHECKED BY:

SCALE FACTOR

DRAWN BY:

DATE:

SCALE:

DRAWING

OF

OF

SHEET NO.



AB

CD

1 2 3 4 5



-





(484) 342.0200

As indicated


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.




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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-


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


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



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.


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




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1/4" = 1'-0"


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"


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.


9 104

A37


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



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




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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"



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



10


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"




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(484) 342.0200

As indicated


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



1/4" = 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