Brian O_Portfolio 2026 by brianodonnell

-Approach -Entrance -Procession -Threshold -Spatial Sequence -Inside-Outside Relationship -Figure-Ground Relationship -Vantage -Hierarchy -Implication

Brian F. O’Donnell Architectural Designer / Project Coordinator brian.odonnell04@gmail.com 484-538-0955 Professional Work + Thesis

Project Index Villanova Train StationSEPTA Regional Rail Division

Philadelphia Water Dept 42nd St Pumping Station

Marsh Creek State ParkNew Park Offices & Visitors’ Center

Meadowood Retirement CommunityHealth Education Center Modernization

Pennsylvania Game CommissionNorth Central Regional Offices

Thesis - The Woodland Suburb

Ardmore Transit CenterSEPTA Regional Rail Division

7”x14” watercolor

16”x20” B&W charcoal on toothed canson paper

Art Portfolio

TBOE At least one: -Touch -Bleed -Overlap -Enclose

70/30 -70% positive space -30% negative space

Rule of Thirds Focal point at one-third grid intersections

18”x24” B&W charcoal on toothed canson paper

14”x14” micron pen & watercolor

16”x20” B&W charcoal, 7th congressional district art show finalist

16”x20” derwent pencil on sketch paper

16”x20” B&W charcoal on toothed canson paper

EN T R Y P I ER C O P I N G SEC T I O N ( T Y P)

T.O. CONC OB

0' - 6" 0' - 0 1/2"

SCALE: 3" = 1'-0"

0' - 4"

0' - 6"

- 0' - 6" OB CIVIL DWGS

433' - 9"

0' - 8"0' - 8"

1' - 4"

1/2"EXT PLYWD UNDERLAYMENT

ALUM RAKE TRIM PTD ALUM CLOSURE TRIM PTD ALUM 2X PRT WDTRIM NAILER CLOSURE

1X3PRT WDWD TRIM 2X NAILER PTDWD 6X4TRIM HSS ROOF 1X3 BEAM, SEE STRUCT PTD 6X4 HSS ROOF DWGS BEAM, SEE STRUCT DWGS

R= 16 ' I FA NSI - 4" 1' - 5" CE D E ST 1' - 5" L OPEN TO R= 22' TRACK-SIDE - 3" OU TSI EAVE BEYOND FAC D ES E TL 0' - 3 1/2" 0' - 3 1/2"

1X3PRT WDWD TRIM 2X NAILER

0' - 7"

PTDWD CUSTOM 1X3 TRIM PLATE STL GOTHIC ARCH, PTD PLATE SEE CUSTOM STRUCT DWGS STL GOTHIC ARCH, SEE STRUCT DWGS

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

0' - 7"

REINF CIP CONC PIER, SEE STRUCT DWGS

3 A-510 3 A-510

GROUT BED CIP CONC BASE 2ND POUR W/ CHAMFER SEALANT & BACKER ROD

EN T R Y A R C H / R AKE D E T AI L SCALE: 1 1/2" = 1'-0" E N T R Y A R C H / R AKE D E T AI L SCALE: 1 1/2" = 1'-0"

EDGE FLUTE FORMLINER TEXTURE AT N. FACE OF CIP CURB WALL

A-305

O B G O T H I C AR C H - W A Y - N . E L EVAT I O N

6 _______ A-510

3' - 9 3' 5' - 4 5' 3/4" 1/2" - 9 3/4" - 4 1/2" B.O. B.O. T&G T&G WD DECK WD DECK

STATION 639 A-510 + 00.00 IB

SP1

EXG STAIR 1

A-516 6 CONC PLAZA, SEE _______ CIVIL DWGS A-516 CONC PLAZA, SEE 1 _______ CIVIL DWGS A-205 1 _______ A-205 B.O. TRUSS

1 _______ A-302

5' - 6"5' - 6"

0' - 7"0' - 7"

LINE OF CUSTOM PLATE STL ARCH 2 _______ LINE OF CUSTOM ABOVE PLATE STL ARCHPPS KIOSK (TYP OFA-302 2) ABOVE PPS KIOSK (TYP OF 2) EXG HANDRAIL RETURN TO REMAIN EXG HANDRAIL RETURN TO REMAIN DN

CAST IRON RDL BOOT, SEE CIVIL DWGS CAST IRON RDL BOOT, PTD CIVIL STL CANOPY SEE DWGS POST, T.O. HL CANOPY SEE STRUCT DWGS 451' - 4 3/4" PTD STL CANOPY POST, SEE STRUCT DWGS CIP CURB WALL OVER EXG, SEE 1/A305 CIP CURB WALL OVER EXG, SEE 1/A305 PTD GALV STL GUARDRAIL, SEE A-802 FOR PLAN PTD GALV STL GUARDRAIL, SEE A-802 FOR PLAN

SEE STRUCT DWGS FOR GUY WIRE SEE STRUCT DWGS FOUNDATIONS FOR GUY WIRE HISTORIC STONE FOUNDATIONS MILE MARKER, SEE HISTORIC STONE CIVIL DWGS MILE MARKER, SEE CIVIL DWGS

A-510

A-510 6 _______

6 _______

ALUM RAKE TRIM

2X PRT 3X8 T&GWD WDNAILER DECK

T.O. PRECAST OB 433' - 10" T.O. CIP OB 433' - 4"

HOLD-DOWN CLEAT HOLD-DOWN CLEAT

5 _______ 5 _______

LINE OF CONC SPREAD FOOTING LINE OF CONC BELOW, SEE SPREAD FOOTING STRUCT DWGS BELOW, SEE EXG PHASE 1 STRUCT DWGS SIDEWALK, SEE EXG CIVILPHASE DWGS 1 SIDEWALK, SEE CIVIL DWGS

12' - 11 3/4" ASPHALT PARKING LOT, SEE CIVIL DWGS ASPHALT PARKING LOT, SEE CIVIL DWGS

4 A-510 4 A-510

STATION 639 + 00.00 IB STATION 639 + 00.00 IB

SP2

SEE CIVIL DWGS FOR LL PLAT SEE CIVIL DWGS BELOW FOR LL PLAT BELOW

N N

4 _______ A-202

A-202

3R _____

EXG STAIR 1

443' - 0"

A-51

L.1 EXG STAINLESS STL HANDRAIL TO REMAIN EXG STAINLESS STL EXG STAIR 1 TO OB TUNNEL ENTRANCE HANDRAIL TO REMAIN DN EXG STAIR 1 TO OB TUNNEL ENTRANCE DN

L.1 16" CIP WALL PTDCIP GALV STL 16" WALL GUARDRAIL, SEE PTD A-802GALV FOR STL PLAN GUARDRAIL, SEE A-802 FOR PLAN

OPEN TO TRACK-SIDE EAVE BEYOND

OB LL PLAT OB LL PLAT

I PLA I PLA

4 _______

SEE CIVIL DWGS FOR BIKE RACKS SEE CIVIL DWGS EXG BIKE GUARDRAIL, FOR RACKS STAIR HANDRAIL, CONC CURB EXG WALLGUARDRAIL, TO REMAIN.STAIR HANDRAIL, CONC CURB PROTECT DURING WALL TO REMAIN. CONSTRUCTION PROTECT DURING CONSTRUCTION

12' - 4 1/2" 12' - 4 1/2"

0' - 9" T&G WD DECK 0' - 9" T&G WD DECK

UNDERLAYMENT SLIP SHEET 3X8 T&GPLYWD WD DECK 1/2"EXT

COMPRESSIBLE FILL AT JOINT

+/- 0'+/- 6"0'OB - 6" OB CIVILCIVIL DWGS SEE SEE DWGS

0' - 6"0' - 6"

1' - 4"

1 _______ 1 _______

A-305

A-516 STL ARCH, PLATE SEE STRUCT DWGS

PTD CUSTOM PLATE STL ARCH, SEE STRUCT DWGS

NP3 NP3

12' - 11 3/4"

16' - 0"

A-510 A-516 PTD 4 CUSTOM _______

1 _______

NP2 NP2

16' - 0"

6 _______

4 _______

8' - 0"

A-305

NP1 NP1

7' - 6 7' 1/4" - 6 1/4"

0' - 4"

2' - 0"

SCALE: 1/4" = 1'-0"

A-510 8 _______ A-510

SCALE: 3/4" = 1'-0"

SLIP SHEET

CONC PLAZA, SEE CIVIL DWGS

430' - 0 1/4"

T.O. PRECAST IB 434' - 3" T.O. CIP IB

16' - 0"

2" PRECAST CONC W/ 3/4" MAX FORMLINER REVEAL DEPTH 3' - 3 1/4"

0' - 1 3/4"

3' - 9 3/4"

0' - 0 3/4" MAX

A-510

ROOF PANEL CLIP

A-510

SOLID GROUT

0' - 9" 0' - 0 1/2" STRUCT CIP CONC

0' - 2 1/2" 0' - 5 3/4"

9 _______

FORMLINER REVEAL REINF CIP CONC PIER, SEE STRUCT DWGS

STANDING SEAM MTL ROOF PANEL SYSTEM, STANDING SEAM MTL 16" O.C. TYP ROOF PANEL SYSTEM, ROOF PANEL 16" O.C. TYP CLIP

SCALE: 3/4" = 1'-0"

2 1/2" PRECAST CONC VENEER PANEL

SCALE: 3/4" = 1'-0"

EXG CATENARY POLE, SEE CIVIL, EXG CATENARY STRUCT DWGS POLE, SEE CIVIL, STRUCT DWGS HISTORIC STONE MILE MARKER, HISTORIC SEE CIVIL,STONE STRUCT MILE MARKER, DWGS SEE CIVIL, STRUCT DWGS

O B G O T H I C AR C H - W A Y - N . E L EVAT I O N SCALE: 1/4" = 1'-0" O B G O T H I C AR C H - W A Y - N . E L EVAT I O N

8 _______

OB ENSTATION TRY PIE639 R SE C T I O N 6 NP1 SCALE: 3/4" = 1'-0" A-510 O B ENT+R00.00 Y PIOB ER SE C T I O N 6

PTD ALUM RAKE TRIM

PI ER C O P I N G PL AN ( T Y P) 0' - 4"

A-510

REINF CONC SPREAD FOOTING, SEE STRUCT REINF DWGS CONC SPREAD FOOTING, SEE STRUCT DWGS

0' - 6"0' - 6"

0' - 3" 0' - 5 3/4"

0' - 6"

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

SEE ELEVS

0' - 2" 0' - 0 1/2" TYP

8 A-510

I B EN T R Y P I ER SE C T I O N 7 NP2 = 1'-0" A-510 ISCALE: B EN3/4" TR Y P I ER SE C T I O N 7

PTD ALUM VALLEY FLASHING

3/4" THK CUSTOM PLATE STL ARCH 0' - 9"

0' - 3 1/2"

8' - 0" STANDING SEAM W.P. PTD ALUM RIDGE FLASHING

SEALANT AT 1/2" PRECAST JT

0' - 2 1/2" 0' - 5 3/4"

0' - 9"

5 A-510 5 A-510

A-510

UP UP

STAIR 7 STAIR 7

OB HL PLAT OB HL PLAT

+/- 6' - 9" B.O. T&G WD DECK

A-510

0' - 7" STL

0' - 8"

2' - 1 1/2"

6 _______

0' - 9"

COMPRESSIBLE FILL AT JOINT COMPRESSIBLE FILL AT JOINT

6 _______ 6 _______

EDGE FLUTE FORMLINER EDGE FLUTE TEXTURE AT N. FORMLINER FACE OF CIP TEXTURE AT N. CURB WALL FACE OF CIP CURB WALL

1:20 MIN 1:20 SLOPE MIN SLOPE

0' - 8" STL

0' - 3 1/2"

T.O. HL CANOPY 451' - 4 3/4" T.O. HL CANOPY 451' - 4 3/4"

B.O. TRUSS 443' - 0" B.O. TRUSS 443' - 0"

R= 16 'I FA N 4" RS CE= ID 1E IN ST6' FA SI L 4" OPEN TO R = CE D E 22' S TRACK-SIDE - 3T "L OU OPEN TO T EAVE BEYOND FARC= 2S2IDE TRACK-SIDE E ' - 3" O U ST L TSID EAVE BEYOND FAC E ES TL

A-510 9 _______ A-510 T.O. PRECAST OB 433' - 10" T.O. PRECAST OB T.O. CIP OB 433' - 10" 433' - 4" T.O. CIP OB 433' - 4" 2" PRECAST CONC W/ 3/4" MAX FORMLINER 2" PRECAST CONC W/ REVEAL DEPTH 3/4" MAX FORMLINER REINF CIP CONC PIER, REVEAL DEPTH SEE STRUCT DWGS REINF CIP CONC PIER, GROUT BED DWGS SEE STRUCT

1.5%1.5%

2" PRECAST CONC PANEL

433' - 9" SEE OB SECTION FOR NOTES SEE OB SECTION FOR NOTES

5' - 4 1/2" B.O. T&G WD DECK

Pencil on Trace, 3/8”=1’-0” (coordinated w/ struct engineer)

V EVE S

1' - 1 1/4"

4" HT GALV STL SLEEVE ALL SIDES, PT TO MATCH CANOPY FRAMING

430' - 0 1/4" T.O. CONC OB T.O. PRECAST IB430' - 0 1/4" 434' - 3" T.O. PRECAST IB T.O. CIP IB 434' - 3" 433' 9" T.O. CIP- IB

9 _______

CIP CONC BASE 2ND GROUT BED POUR W/ CHAMFER CIP CONC BASE 2ND SEALANT & POUR W/ CHAMFER BACKER ROD SEALANT & CONC PLAZA, BACKER ROD SEE CIVIL DWGS CONC PLAZA, SEE CIVIL DWGS

3' - 9 3/4"

0' - 5 3/4"

SEALANT & BACKER ROD

0' - 4"

2' - 1 1/2"

0' - 3" 0' - 5 3/4"

0' - 8 1/4"

0' - 2 1/2" SEE PLAN

SEALANT & BACKER ROD ALL SIDES +/- 1/2" JOINT

T.O. CONC OB

1' - 1 1' 1/4" - 1 1/4"

T.O. CIP IB 433' - 1 3/4" T.O. CIP IB 433' - 1 3/4"

0' - 4"

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

3' - 9 3' 3/4" - 9 3/4"

0' - 1 3/4"

SCALE: 3" = 1'-0"

0' - 4"

PTD CUSTOM PLATE STL ARCH, PTD SEE CUSTOM STRUCT DWGS PLATE STL ARCH, SEE STRUCT DWGS

0' - 4"

SOLID GROUT

SCALE: 3" = 1'-0"

0' - 4"

16' - 0"

ST + STA +

SCALE: 3/4" = 1'-0"

4" SCALE: 3/4"0'=-1'-0"

2 1/2" PRECAST CONC VENEER 2 1/2" PRECAST PANEL CONC VENEER FORMLINER PANEL REVEAL FORMLINER SOLID GROUT REVEAL

0' - 0 3/4" MAX 0' - 0 3/4" 0' MAX - 1 3/4"

0' - 9"

0' - 6"0' - 6"

0' - 0 0' 1/2" - 0 1/2"

0' - 0 0' 1/2" - 0 1/2" TYP TYP

SEE SEE ELEVS ELEVS

Site: 308 N Spring Mill Rd, Villanova PA PI ER C O P I N G PL AN ( T Y P) 8 Building Area: +/- 17,000 SF A-510 PI ER C O P I N G PL AN ( T Y P) 8 Client: SEPTA Regional Rail Division A-510 Revit, Hand Responsibilities: -Civil, Structural, MEP design coordination at station exterior -Create Revit model from Mattaport robotic imaging scan and 90% CAD files, manage development for coordination & final submission EN T R Y P I ER C O P I N G SEC T I O N ( T Y P) 9 structural -Set 3D geometry/position of new high-level platform edges, stationing lines, grid A-510 EN T R Y P I ER C O P I N G SEC T I O N ( T Y P) 9 A-510 lines per Civil rail regression line survey & site survey, SEPTA standards -Design final main entrance arch canopies, windscreens, guardrail types & layout; adapt manufacturers’ details to site-specific conditions -Manage in-house drafting tasks for junior staff- 90% resubmission & 100% final submission -Create task procedure documents for CAD to Revit conversion -Roughly 50% of all final bid drawing sheets (53 of 106)- Station platform & canopy plans, sections, elevations, wall sections, precast stairs & ramps, guardrailing types & details, existing & new roof canopy details, windscreen plans, sections & details REINF CIP CONC PIER, SEE STRUCT DWGS REINF CIP CONC PIER, - 9" 0' - 0 1/2" SEE0'STRUCT DWGS STRUCT CIP CONC 0' - 9" 0' - 0 1/2" STRUCT CIP CONC

NP1 NP1

8' - 0" 8' - 0" 16' - 0" 2' - 0" STANDING SEAM W.P. 8' - 0" 8' - 0" 2" PRECAST CONC PANEL PTD ALUM RIDGE FLASHING 6 1 _______ _______ STANDING SEAM W.P. PTD ALUM ALUM RIDGE VALLEYFLASHING FLASHING A-510 A-305 PTD PTD CUSTOM 6 1 _______ _______ PTD ALUM ALUM VALLEY RAKE TRIM PLATE STL ARCH, PTD FLASHING A-510 A-305 PTD SEE CUSTOM STRUCT DWGS PTD ALUM RAKE TRIM PLATE STL ARCH, SEE STRUCT DWGS SEALANT AT 1/2" PRECAST JT SEALANT AT 1/2" 3/4" THK CUSTOM PRECAST JT PLATE STL ARCH 3/4" THK CUSTOM 0' - 2 1/2" PLATE STL ARCH 0' - 5 3/4" 0' - 2 1/2" 0' - 5 3/4"

0' - 8" STL 0' - 8" STL

0' - 2 1/2" 0' - 5 3/4" 0' - 2 1/2" 0' - 5 3/4"

STATION 639 + 00.00 OB STATION 639 2' - 0" + 00.00 OB

NP2 NP2

LL PLAT LL PLAT

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

0' - 2"0' - 2"

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

90% Resubmission (2017-2025 hold) & 100% Submission Multi-Prime Public Contract

2' - 1 2' 1/2" - 1 1/2"

SEALANT & BACKER ROD SEALANT & BACKER ROD

PTD GALV STL SLEEVE PTD GALV ALL SIDES STL SLEEVE ALL SIDES

2' - 1 1/2"

0' - 7"0' - 7" STL STL

0' - 5 3/4"

SEALANT & BACKER ROD ALL SIDES +/- 1/2" JOINT SEALANT & BACKER ROD 4" HT GALV+/STL SLEEVE ALL SIDES 1/2" JOINT ALL SIDES, PT TO MATCH CANOPY FRAMING 4" HT GALV STL SLEEVE ALL SIDES, 2" PRECAST CONC PANEL PT TO MATCH CANOPY FRAMING

2' - 1 1/2"

0' - 3"0' - 3" 0' - 5 0' 3/4" - 5 3/4"

- 5 3/4" 0' - 8 0' 1/4"

0' - 3"0' - 3" 0' - 5 0' 3/4" - 5 3/4"

ADA Compliant Station Renovations (out for bid)

ARCH

9 10

PTD STL ARCH PTD STL ARCH

0' - 6"0' - 6"

Villanova Train Station

0' - 8 1/4"

0' - 2 1/2" SEE PLAN 0' - 2 1/2" SEE PLAN

J J

2 _______

STATION 639 EXG CATENARY A-406 + 00.00 OB POLE, SEE CIVIL, 639 STATION STRUCT DWGS + 00.00 OB O B MAI N EN T R A N C E A R C H - W AY - EN L AR G E D P L AN 2 SCALE: 1/4" = 1'-0" A-510 HISTORIC STONE O B MAI N EN T R A N C E A R C H - W AY - EN L AR G E D P L AN 2 MILE MARKER, A-510 SCALE: 1/4" = 1'-0" SEE CIVIL, STRUCT DWGS

7 _______ A-510

16" CIP CURB WALL OVER EXG RAMPS 11-12WALL 16" CIP CURB SEE MEP OVER EXGDWGS FOR BEYOND TRENCH DRAINS AT SEE MEP DWGS FOR HL PLATFORMS TRENCH DRAINS AT HL PLATFORMS

CONC SIDEWALK, SEE CIVIL DWGS CONC SIDEWALK, 6" DIAM CONC SEE CIVIL DWGS BOLLARD TYP (4) LOC 6" DIAM CONC BOLLARD TYP (4) LOC

1 A-510 1 A-510

SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY EM&C DIVISION

VALLEY FLASHING BEYOND ALUM DIVERTER; SLOPE 1.5% TO T.O. BOX GUTTER. ALIGN T.O. DIVERTER W/ T.O. VALLEY FLASHING AT INSIDE CORNER

STANDING SEAM MTL ROOF ASSEMBLY

16' - 0"

UNDERLAYMENT (CONTINUOUS BENEATH DIVERTER)

A-516

1' - 4" O.C. TYP

T.O. HL CANOPY 451' - 4 3/4"

0' -

ALIGN T.O. DIVERTER W/ T.O. VALLEY FLASHING

1/2" EXT PLYWD ROOF SHEATHING

3X8 T&G WD DECK

T.O. BOX GUTTER (NON-TRACK-SIDE)

9' - 5"

PTD ALUM VALLEY FLASHING

PTD 6X4 HSS ROOF BEAM, SEE STRUCT DWGS

1% PTD ALUM RAKE TRIM

ALIGN T.O. DIVERTER W/ T.O. VALLEY FLASHING

5 _______

T.O. BOX GUTTER (NON-TRA 443' - 9" (IB & OB)

PTD STL BOX GUTTER

A-516

2X WD NAILER BEYOND PTD 8X6 HSS VALLEY ARCH. 112' - 0" OUTSIDE RADIUS. SEE STRUCT DWGS

MTL DIVERTER PAN FLASHING

4 A-516

DIVERTER FLASHING TO BOX GUTTER AT INSIDE CORNER

MAIN ENTRANCE CANOPY SECTIO1N .5%AT OVERHANG

PTD ALUM DIVERTER

SCALE: 1/4" = 1'-0"

CONVERSE WINKLER ARCHITECTURE, LLC

2 _______

0' - 3" 0' - 6" HSS

PTD GALV STL MT3X2.2 CUSTOM BRACKET

0' - 4"

1X PRT WD TRIM. ALIGN B.O. TRIM W/ B.O. ROOF BEAM TRIM PTD 6X4 HSS RIDGE BEAM, SEE STRUCT DWGS 1X3 PRT WD TRIM, SEE DETL 3 / A-510

B.O. TRUSS 443' - 0"

2 A-516

8 A-516

2' - 4"

3X T&G WD DECK

PTD 6X4 HSS ROOF BEAM, 22' - 3" OUTSIDE RADIUS SEE STRUCT DWGS

SCALE: 1 1/2" = 1'-0"

T.O. OB PIER COPING

2X PRT WD NAILER

PTD CUSTOM WELDED PLATE ARCH. SEE ELEVATIONS

RE-CONNECT EXG HANDRAIL TO PTD GALV STL GUARDRAIL AS REQ'D

GR-19C

433' - 10"

RR-9C

AP'D CK'D

155

CWA

AS NOTED

12' - 16X4 1/2"HSS CIPGABLE CURBPURLIN, WALL PTD STRUCT DWGS CONC PLAZA 1:20 MINSEE SLOPE TO MATCH

7 OVER EXG W/ CHAMFER REVEAL A-516 1:21 4.8%

DESCRIPTION

T.O

PTD ALUM EAVE TRIM 451 O

R = 2 .F 2' .S 3 TL "

CAP ALL EXPOSED HL CANOPY FRAMING EN

DATE

REV

PTD ALUM VALLEY FLASHING BEYOND PRT WD TRIM TO

COPE BACK OF ROOF

FACE OF VALLEY ARCH

11/05/2025

FLUTE FORLMLINER TEXTURE AT SCALE FACTOR: As indicated SIDE OF PRECAST PLATFORM DRAWN BY: CHECKED BY:

CWA CWA

WORK ORDER NO.:

CW-2403

DRAWING NUMBER

+/- 7' - 10 1/4"

A-516

GR-18S

DOWNSPOUREINF T Y-CCONC O N NE C T I O N D E T AI L CURB WALL SCALE: 1 1/2" = 1'-0"

439' - 3" OB 440' - 0" IB

443' - 10" BEAM TO ALIGN W/ OUTSIDE

DATE:

ALIGN T.O. HSS VALLEY H ARCH W/ T.O. GABLE PURLINS, TYP

ALIGN W/ T.O. GABLE PURLINS DECK

3 A-516

B.O. WD DECK

T.O. BOX GUTTER H.P. MATCH T&G DECK (OB TRACK-SIDE)

SCALE:

1X3 PRT FINISH WD

PTD 8X6 HSS VALLEY ARCH (+/-112'-0"

TRIM BOTH SIDES OF PTS HSS 1' OUTSIDE RADIUS AT 4:12 PROJECTION). PURLIN TO MATCH T&GR= CANOPY POST

4' - 4 1/4" CIP CURB

PTD STANDING SEAM MTL ROOF ASSEMBLY

CUSTOM STL BRACKET

PTD CUSTOM STL PLATE GOTHIC ARCHWAY. SEE 0' - 3" SHEET A-510

ROLLED 6X4 HSS ROOF BEAM. 22'-3 1/2" OUTSIDE RADIUS

M AI N EN T R AN C E C A N O PY - R I D G E

A-515 0' - 4"

0' - 10"

WD TRIM TO MATCH T&G DECK

T Y P D EC O R AT I VE C A N O PY BR AC KET SCALE: 1 1/2" = 1'-0"

3 _______

1' - 6"

2' - 3"

0' - 4"

CONT PRT WD BLKG AT PEAK

0' - 6"

TYP ROOF ASSEMBLY AT GABLE ROOF

MATCH EXG HISTORIC PROFILE

1X CONT PRT WD TRIM

ALUM RIDGE FLASHING 0' - SIM 3" ALUM VALLEY FLASHING

R= ALUM RAKE TRIM

A-513

2X PRT WD NAILER BEYOND

12 4

PTD GALV STL DECOR CANOPY BRACKET

PANEL CLIP

DWG. NO.:

A-516

A-522

MAIN ENTRANCE CANOPY - SECT D155 ETAIL363AT GABLE OF

SHT. NO.:

COMPUTER FILE NO.:

0' - 4"

SCALE: 1 1/2" = 1'-0"

RR-9C STAIR 7

REV. NO.:

5' - 7" HL

2 _______ A-513

430' - 6"

0' - 8"

SCALE: 1 1/2" = 1'-0"

A-516

B.O. TRUSS 443' - 0"

HIGH LEVEL CANOPY ROOF DETAILS

0' - 3"

T.O. HL CANOPY 451' - 4 3/4"

'-9 "

M AI N EN T R AN C E C AN O P Y - SEC T D E T AI L AT G ABL E

2' - 4"

7 A-516

ALUM RIDGE FLASHING

ALIGN T.O. HSS VALLEY ARCH W/ T.O. GABLE PURLINS, TYP

R= 1

PTD 6X4 HSS GABLE PURLIN, SEE STRUCT DWGS

6 _______

PTS HSS BEAM

2' - 0"

1X3 PRT FINISH WD TRIM BOTH SIDES OF PURLIN TO MATCH T&G DECK

19' - 10 3/4" PTS HSS CANOPY TRUSS

COPE BACK OF ROOF BEAM TO ALIGN W/ OUTSIDE FACE OF VALLEY ARCH

2X PRT WD NAILER

5' - 6"

PRT WD TRIM TO MATCH T&G DECK

2' - 0"

SCALE: 1/2" = 1'-0"

PHASE 2 ARCHITECTURAL

0' - 4"

PTD ALUM VALLEY FLASHING BEYOND

M AI N EN T R AN C E AR C H D I VE R T ER - AXO N O ME T R I C VI E W

9 A-516

SCALE: 1 1/2" = 1'-0"

M AI N EN T R AN C E C A N O PY - SEC T D ET L AT G O T H I C AR C H O VE R H AN G

5 A-516

CAP ALL EXPOSED HL CANOPY FRAMING ENDS

SCALE: 1/4" = 1'-0"

A-515

R = 2 .F 2' .S 3 TL "

STANDING SEAM MTL ROOF ASSEMBLY

M AI N EN T R AN C E C AN O P Y SE C T I O N AT G ABL E

6 A-516

PTD STL ANGLE, SEE STRUCT DWGS

CAP ALL EXPOSEDEXG HL CANOPY FRAMING SID ENDS, TYP

A-515

439' - 3" OB 440' - 0" IB

A-516

STATION IMPROVEMENTS

1X3 CONT WD TRIM TO ARCH PEAK

7 _______

3 _______

B.O. WD DECK

PTD ALUM EAVE TRIM TYP ROOF ASSEMBLY AT GABLE ROOF

PTD 6X4 HSS ROOF BEAM WELDED TO VALLEY ARCH; SEE STRUCT DWGS

PANEL CLIP

T.O. OB EXG RAMP WALL 432' - 2 1/2"

DIVERTER FLASHING TO BOX GUTTER AT INSIDE 2 _______ CORNER -

PTD STL BOX GUTTER

SIM

MTL DIVERTER PAN FLASHING

PAOLI/THORNEDALE LINE / 308 N, SPRING MILL RD. (RT 320)

SCALE: 1/2" = 1'-0"

-1

M AI N EN T R AN C E AR C H D I VE R T ER - AXO N O ME T R I C VI E W

PTD ALUM RAKE TRIM

R= TSID 22' - 3 " EF ACE STL

9 A-516

PTD GALV STL DECORATIVE CANOPY BRACKET

VILLANOVA STATION IMPROVEMENTS

STANDING SEAM MTL ROOF ASSEMBLY

BEYOND, T.O. OB N. CURB WALL SEE STRUCT DWGS 433' - 7"

BASELINE 4

1X3 CONT WD TRIM TO ARCH PEAK

VILLANOVA STATION PHASE 2_ARCH_R25_detached.rvt

CAP ALL EXPOSED HL CANOPY FRAMING ENDS, TYP

4/3/2026 1:27:01 PM

PTD ALUM DIVERTER

B.O. TRUSS 443' - 0"

PHASE 2 100% SUBMISSION

1.5%

STANDING SEAM MTL ASSEMBLY BEYOND; 1 FROM GOTHIC ARCH-W PEAK

ALUM EAVE FLASHING BEYOND

443' - 9" (IB & OB)

PTD STL BOX GUTTER BEYOND, SEE STRUCT DWGS

PTD STL BOX GUTTER

B.O. TRUSS 443' - 0"

MTL DIVERTER PAN FLASHING 8' - 4 3/4"

ALUM EAVE FLASHING BEYOND

1' - 4 1/2"

STANDING SEAM MTL ROOF ASSEMBLY BEYOND; 16" O.C. FROM GOTHIC ARCH-WAY PEAK

PTD ALUM VALLEY FLASHING

1234 MARKET ST, 13TH FL, PHILADELPHIA, PA 19107

8 _______

1X PRT WD TRIM. ALIGN B.O. TRIM W/ B.O. ROOF BEAM TRIM

2X PRT WD NAILER BEYOND

PTD 6X4 HSS RIDGE BEAM, SEE STRUCT DWGS

EXISTING WALLS AT EXG STAIR 1 TO REMAIN, PROTECT DURING CONSTRUCTION

PTD 6X6 POST, SE

T.O 433

5' - 1" LL

T.O 432

CONT PRT WD BLKG AT PEAK

429' - 11"

B.O 443

T.O. RAIL

EXG PHA SEE CIVI

TRACK 4

1X3 PRT WD TRIM, SEE DETL 3 / A-510

ALINE OF EXG STAIR 1 BEYOND

1:20 MIN SLOPE CONC PLAZA SOG

1.5% SLOPE HERRINGBONE BRICK LL PLATFORM PTD 6X4 HSS ROOF

1X CONT PRT WD TRIM

BEAM, 22' - 3" OUTSIDE RADIUS SEE STRUCT DWGS

EXG DUCT BANK, SEE CIVIL DWGS

STATION 639 + 00.00 OB

STATION 638 + 50.00 OB

STATION 638 + 00.00 OB

1. 2.

CONC. PAVEMENT, SEE CIVIL DWGS

3 _______

EXG ASPHALT PARKING LOT, SEE CIVIL DWGS

A-305

1 _______ A-305

2 _______

REPAIR & REINSTALL WROUGHT IRON RAILING

EXG WALL C.L.

EXG GUARDRAILS TO REMAIN, PROTECT DURING CONSTRUCTION

5' - 6"

NP3

16' - 0 1/4" VIF

NP3.9

4' - 6"

NP4

NP5

7' - 6"

NP5.4

12' - 0"

NP6

16' - 0"

NP8

NP9

6' - 6"

16' - 0"

NP11

NP12

433.23'

433.19'

433.14'

A-202

IB HL PLAT

1 _______

PLAT JOINT

A-406

7 _______ A-502

3 _______ A-406

PLAT JOINT

INBOUND HL PLATFORM

SEPTA NPT TICKET MACHINE (MID)

SHB

433.48' T.O. WALL TYP IB

TRENCH DRAIN, SEE PLUMB DWGS

432.98'

432.97'

REINF CIP CONC CURB WALL W/ CHAMFER REVEAL OVER EXG

432.94'

F DN

RAMP 15

EXISTING RAMP 2 TO TUNNEL

SHELTER 3

A-201

5' - 3"

OPEN TO BELOW

(SEE SHEET A-503)

OPEN TO BELOW

UP DN

EXISTING RAMP 2 TO TUNNEL

A-405

2 _______ A-202

STATION 639 + 00.00 IB

1 _______ A-510

I B L L H L PL AT F O R M PL AN - AR E A B SCALE: 1/8" = 1'-0"

MAIN ENTRANCE ARCH-WAY PIER, SEE SHEET A-510

SEPTA PPS KIOSKS

PTD GALV STL GUARDRAIL

EXG WALL C.L. VIF

EXG CONC SIDEWALK, SEE CIVIL DWGS

C BIKE RACKS, SEE CIVIL DWGS

STATION 638 + 50.00 IB

EXG GUARDRAILS TO REMAIN

6' - 1 3/4"

DN EXISTING STAIR 2 TO TUNNEL ENTRANCE

PTD HSS CANOPY POST, SEE STRUCT DWGS

5' - 10 1/4"

NEWS BOX PEN, SEE A-815 FOR DTLS

EXG CONC CURB WALL TO REMAIN

1 _______ A-202

STATION 638 + 00.00 IB

LINE OF HL CANOPY ABOVE; SEE A-122 FOR ROOF PLAN

STATION 637 + 50.00 IB

MATCHLINE 2/A-103

1 _______

1' - 2"

RAMP 10

SCALE

SCALE:

AS NOTED

DATE:

11/05/2025

As i

DRAWN

CHECK

WORK ORDER NO.:

CW-2403

DRAWING NUMBER

A-102

5 _______

RAMP 12

6' - 6"

RAMP 11

6' - 8"

4 _______ A-202

LINE OF HL CANOPY ABOVE; SEE A-122 FOR ROOF PLAN

BASELINE 1 433.00'

SP12 16' - 0"

RECESSED TACTILE WARNING SURFACE; SEE A-512 FOR DETLS

LINE OF FUTURE PLATFORM CUT-BACK 433.04' 433.09'

433.12'

SP11 16' - 0"

STATION IMPROVEMENTS

RUB RAIL, SEE SHEET A-512 FOR DTLS

SP10 16' - 0"

REINF PRECAST CONC PLATFORM SECTION W/ SLIP-RESISTANT STRIATED FINISH, SEE STRUCT DWGS

3 _______

A-302

SP9 16' - 0"

PAOLI/THORNEDALE LINE / 308 N, SPRING MILL RD. (RT 320)

SP8 16' - 0"

3 _______

23' - 6" PLAT JOINT 433.28'

433.32'

SP7 15' - 10"

VILLANOVA STATION IMPROVEMENTS

20' - 1" 433.35'

SP6 12' - 9"

LINE OF EXG TUNNEL BELOW

A-302

433.39'

SP5.2 3' - 5"

IB LL PLAT

MATCHLINE 2/A-101

H.0

10' - 9"

430.13' LL 433.44' HL

SP5 16' - 2" VIF

5' - 7"

430.13'

2' - 7"

SP4

3' - 11"

4 _______

A-302

SP3.5 8' - 1"

1 _______

5' - 7" HL TYP

5' - 1" LL TYP

SP3 12' - 0"

+/- 12' - 6" VIF

SP2 16' - 0"

BASELINE 1 (TRACK 1 CENTERLINE)

2 A-102

433.30'

16' - 0"

NP10

6' - 9 1/4" 2' - 0" 5' - 0"

BASELINE 4 433.32'

433.34'

16' - 0"

PRECAST PLATFORM JOINT

433.32'

CONVERSE WI ARCHITECTUR

10' - 7"

NPT TICKET MACHINE (MID)

A-511

SCALE: 1/8" = 1'-0"

2 _______

9' - 6"

A-403

OUTLINE OF CANOPY ABOVE, SEE A-122 FOR CANOPY ROOF PLAN

O B L L H L PL AT F O R M PL AN - AR EA B SP1

HISTORIC SHELTER 4

1 _______

433.36'

433.38'

A-205

NP7

A-511

DS W/ C.I. BOOT

PTD HSS CANOPY POST, SEE STRUCT DWGS

3 _______ 16' - 0"

433.11'

OB HL PLAT

433.38'

PRECAST CONC PLAT W/ SLIP-RESISTANT STRIATED FINISH, SEE STRUCT DWGS

LINE OF EXG TUNNEL BELOW

3' - 11 1/2" 9' - 0 1/4"

12' - 11 3/4"

433.41'

433.43'

433.45'

5' - 7"

0' - 10"

433.48'

433.14'

432.97'

NP2

25' - 3 1/2"

REINF CONC CATENARY PIER, SEE STRUCT, CIVIL DWGS

433.50'

433.12'

PLATFORM CROSSSLOPE SHALL NOT EXCEED 2%

MATCHLINE 1/A-101

3' - 5 1/2"

16' - 0"

12" REINF CIP CONC WALL, SEE STRUCT DWGS

RAMP 4

MATCHLINE 1/A-103

5' - 1"

DS W/ C.I. BOOT

PLAT JOINT

430.21'

SH8

EXG CATENARY GUYWIRES, SEE CIVIL DWGS

433.51'

433.54'

5' - 7" HL TYP

OB LL PLAT

432.93'

433.58' T.O. WALL 433.92' T.O. WALL

TRENCH DRAIN

ALIGN

432.95' BACK OF PLAT

PLATFORM CROSS-SLOPE SHALL NOT EXCEED 2%

STAIR 7

NP1

TRASH RECEPTACLE

OPEN TO BELOW

RAMP 3

433.23'

0' - 6"

DS W/ C.I. BOOT

12' - 6 1/2"

EXG CATENARY

+/- 12' - 1 3/4" VIF SEE STRUCT DWGS

0' - 6" 12' - 8"

1.5% SEE CIVIL DWGS

+/- 20' - 9 1/2" VIF

OB HL PLAT

25' - 4 3/4"

8' - 9 3/4"

EXISTING RAMPS TO TUNNEL

3 _______

1 A-102

433.58' T.O. WALL

OPEN TO BELOW

BASELINE 4 (TRACK 4 CENTERLINE)

NH6

EXISTING RAMP 1

EXG STAIR 1

430.24'

430.29'

5' - 8 1/4"

REINF CONC CURB WALL W/ CHAMFER REVEAL OVER EXISTING

EXG WALL-MTD LIGHT FIXTURES TO REMAIN, PROTECT DURING CONSTRUCTION

6' - 7 1/2"

REINF CIP CONC CURB WALL OVER EXG

A-401

16' - 7"

C.1

OUTLINE OF CANOPY ABOVE, SEE A-122 FOR ROOF PLAN

EXG CONC RAMP WALLS & STRUCT FRAMING TO REMAIN

PLATFORM CROSSSLOPE SHALL NOT EXCEED 2%

A-205

3' - 5 1/2"

19' - 10 3/4"

1 _______

CJ W/ SEALANT AT PRECAST CONC FDN TO SOG TRANSITION, SEE CIVIL DWGS

SHA

PTD HSS CANOPY POST, SEE STRUCT DWGS

4' - 10 1/2"

8' - 4"

2 _______

DEPRESSED CURB AT CONC SIDEWALK, SEE CIVIL DWGS

CONC PLAZA 1:20 MIN SLOPE. SEE CIVIL DWGS

REINF CONC CATENARY PIER, SEE STRUCT, CIVIL DWGS

NHA

1234 MARKET ST, PHILADELPHIA, PA

A-205

CONC PAD AT MEP EQUIPMENT, SEE MECH, CIVIL DWGS

PTD GALV STL GUARDRAIL, SEE A-800 SERIES

5' - 6"

EXG STAIR 5

EXG STATION BUILDING

NHB

MAIN ENTRANCE ARCH-WAY PIER, SEE SHEET A-511

A-510

REFER TO STRUCT DRAWINGS FOR CAST IN PLACE/PRECAST WALL TYPES AND DTLS. REFER TO STRUCT DRAWINGS FOR FOUNDATION DTLS. REFER TO STRUCT DRAWINGS FOR ADDITIONAL COLUMNS GRIDS. REFER TO MEP DRAWINGS FOR ALL MECHANICAL, ELECTRICAL & PLUMBING WORK. ALL DIMENSIONS ARE TO FINISH FACE UNLESS NOTED OTHERWISE.

2 _______

A-305

REPLACE WD TREADS & RISERS W/ EQ RISER HEIGHT TO EXG LANDING AT EXG STAIR 5. SEE CIVIL DWGS FOR B.O. STAIR ELEVATION

SOUTHEA PENNSYL TRANSPO AUTHORIT EM&C DI

GENERAL NOTES

A-102 SHT. NO.: 104 DWG. NO.:

COMPUTER FILE NO.:

OF OF

A 3

PTD CLOSURE C CHANNEL, SEE SHELTER OB HL CANOPY & PLATFORM ELEVATION - AREA B OB HL CANOPY- &NORTH PLATFORM - NORTH ELEVATION - AREA B 2 ELEVATIONS FOR LOCATONS

SCALE: 1/8" = 1'-0" A-205

SCALE: 1/8" = 1'-0"

DRAWN BY:

A-506

A-506 SHT. NO.: 145 DWG. NO.:

OF T Y P SE C T I O N D ET L - T YP B. O . W AL L PAN EL A SSEM BL Y 1 COMPUTER FILE NO.: 1'-0" A-506 EX6 SCALE: 3" =NP1 NP2 NP3NP2 NP3.9 NP4NP3 NH6 EX6 NP1 NP3.9

A-522 363 REV. NO.:

NP5 NP4

NP34

11/05/2025

CHECKED BY:

CWA CWA

WORK ORDER NO.:

CW-2403

DWG. NO.:

A-503

A-522

SHT. NO.:

STATION 638 + 50.00 OB

DATE:

NP8 NP7

VILLANOVA STATION IMPROVEM

0' - 0 1 SHI

0' - 2" TYP 0' - 4" TYP

3' - 0 3/4"

0' - 0 1/4" SHIM AP'D

144

CK'D

AS NOTED NP7 NP6

VILLANOVA STATION PHASE 2_ARCH_R25_detached.rvt

DESCRIPTION

NP9 11/05/2025 NP8

0' - 8"

6' - 3"

CROSS SLOPES SHALL NOT EXCEED 2%

LL PLATFORM 1.5%

DATE

A-205

REV

CWA

EXISTING STATION BUILDING

A-208 FOR ELEVATIONS)

(SEE SHEETS A-207 & A-208 FOR ELEVATIONS)

STATION 639 + 00.00 OB

NP11 NP10

REINF CONC FOUNDATIO STRUCT DW

EXG STAIR 5

LINE OF CON WALL BELO SEE STRUC

STATION 633 + 50.00 (SEE SHEETS A-207 &

NP36

1 1/2" = 1'-0" NP9

21' - 1" RAMP 7

4" DIAM MTL DS

SCALE FACTOR:

CHECKEDNP10 BY: CWA

1:13

6' - 3" LANDING

EAVE BEYOND

DRAWN BY:

RAMP 7

10' OPEN - 0" TO GABLE

STATION 639 + 00.00 OB

CROSS SLOPES SHALL NOT EXCEED 2%

2' - 0"

NH5

REINF CIP CONC WALL, SEE STRUCT DWGS

25' - 4 3/4"

21' - 1" RAMP 8

NH6 NH5

NH6

6' - 3" 1' - 4"

BASELINE 1

SCALE:

NP5.4

4/3/2026 1:26:31 PM

363 SEE CIVIL DWGS FOR 142 SEE CIVIL DWGS FOR REV. NO.: SITE FEATURES COMPUTER FILE NO.: SITE FEATURES

NP6 NP5

2' - 0"

OB RAMPS 5-8 & STAIR 9 - ENLARGED PLAN SCALE: 1/4" = 1'-0" A-503 DRAWING NUMBER

RAMP 6

NP1

1:13

NP35

SLOPED CONC PLAZA. PLATFORM LL CIVIL DWGS SEE 1.5% 1:20 MIN

SCALE: 1/8" = 1'-0"

16' - 0" 25' - 4 3/4" RAMP 8

OPEN TO GABLE EAVE BEYOND

1/4" = 1'-0"

DRAWN BY:

CWA

REV

IB SHELTER 3 - PLANS, ELEVS & DETAILS

PHASE 2 ARCHITECTURAL

16' - 0"

AS NOTED DATE:

DATE

STATION IMPROVEMENTS

12' - 0"

C.1

1 A-404

SCALE FACTOR:

SCALE:

AP'D CK'D BY DESCRIPTION

NP5.4

SEE PANEL EL

0' - 0 1/4" SHIM SEE PANEL ELEVS

2' - 4" CANOPY BRACKETS

VILLANOVA STATION PHASE 2_ARCH_R25_detached.rvt

142 CWA

13' - 0" 14 TREADS @ 12"

7' - 0 3/4"

CONC PLAZA. EDKIOSK SLOP PPS CIVIL DWGS SEE (TYP OF 2) 1:20 MIN

DN CANOPY OB HL & PLATFORM - WEST ELEVATION - AR 1 OB HL CANOPY & Platform PLATFORM ELEVATION -1:13 AREA B Station &- WEST Canopy Elevations

NP2 NP1

LINE OF REINF CIP CONC WALL BELOW RAMPS 5-8. SEE STRUCT DWGS

T.O. OB N. CURB WALL 433' - 7"

EXG STAIR 5

REPLACE WD TREADS & RISERS REPLACE WD TREADS & RISERS W/ EQ RISER HEIGHT TO EXG W/ EQ RISER HEIGHT TO EXG LANDING AT EXG STAIR 5. LANDING AT EXG STAIR 5. SEE CIVIL DWGS FOR B.O. STAIR SEE CIVIL DWGS FOR B.O. STAIR ELEVATIONS ELEVATIONS

NP12 NP11

NP12

A-506

LANDING

REINF PRECAST CONC HL PLATFORM, SEE STRUCT DWGS

OPEN TO BELOW

BLOCK WALL PANEL WORK ORDER NO.: EXG GUARDRAILS TO REMAIN, EXG GUARDRAILS TO REMAIN, ASSEMBLY CW-2403 PROTECT DURING PROTECT DURING CONSTRUCTION. SCALE FACTOR: SCALE: CONSTRUCTION. DRAWING NUMBER 3" = 1'-0" AS NOTED DATE:

SACRIFICIAL MTL SLEEVE, 1' - 0" DWGS 6' - 3" SEE STRUCT

21' - 1" RAMP 6

PPS KIOSK (TYP OF 2)

12' 16' -- 11 0" 3/4"

A-510

STAIR 7

5' - 1"

CWA PREFABRICATED GLASS 11/05/2025 CHECKED BY: CWA

STRUCT DWGS

6' - 3" STAIR 9

5' - 7"

EDGERAMP FLUTE5 FORMLINER TEXTURE 1 AT BACK OF CIP 1:13 CURB WALL A-205 SCALE: 1/8" = 1'-0"

5 _______

GR-18S

3" = 1'-0"

DRAWN BY:

PAOLI/THORNEDALE LINE / 308 N, SPRING MILL RD. (RT 320)

DATE REV

DATE

SCALE FACTOR:

AS NOTED

DATE:

NP2 NP3

3' - 11 9' - 0 1/4" 12' 1/2" - 11 3/4"

PTD STL GUARDRAIL, SEE A-800 SERIES

EXG HIST STONE MILE MARKER, SEE CIVIL DWGS

6' - 3"

STATION 637 + 00.00 OB

EDGE FLUTE FORMLINER TEXTURE AT BACK OF CIP CURB 1' -WALL 0"

STL RAMP BOX GUTTER 15PTD 4X4 HSS BEAM, SEE

C P

P S M S

SCALE:

STL BOX GUTTER

A-305

ALUM VALLEYRAMP 7 FLASHING

VEMENTS

-SEE 10 3/4" PTD CLOSURESEE C CHANNEL, SHELTER WALL433' SECTIONS ELEVATIONS FOR LOCATONS

2 _______

123 PHIL P

PTD C8X11.5 C ALUM DIVERTER, CHANNEL SEE SHEET A-516 AT PURLIN ENDS ALUM VALLEY FLASHINGPTD MTL PANEL SIDING, COLOR TO MATCH STANDING SEAM ROOF

ALUM DIVERTER, SEE SHEET A-516

22' - 1" RAMP 5

STATION 637 + 00.00 OB

S M

STANDING SEAM MTL ROOF

STAIR 7

CONC SIDEWALK ON

PTD 4X2 ALUM PERIMETER 5 _______ A-510 TUBE FRAMING BY MFR

19' - 10 3/4"

CIVIL DWGS

GRADE, SEE CIVILWALL DWGS T.O. OB N. CURB 433' - 7"

NP3.9

5' - 6" 19' - 10 3/4"

SEALANT & BACKER ROD

INTERIOR TEXTURE AT CIP CURB SEE STRUCT DWGS WALL N. FACE

8 _______ A-503

A-404

NP3 NP4

5' - 6"

16' - 0"

EXG HISTRAMP, STONE REINF PRECAST CONC SEE STRUCT DWGS MILE MARKER, SEE

A-306

STAIR 8

3' - 11 1/2" 16'9'- 0- 01/4" 1/4" TUNNEL F WALL C.L. VIF

OF DISSIMILAR MATERIALS AT HSS

STAIR 9 NP5 NP4 NP3.9

7' - -6" 16' 0 1/4" 4' - 6" 2 _______ TUNNEL WALL C.L. VIF

1:13

NP13NP12.8 P N

PTD ALUM RIDGE FLASHING

PHASE 2 ARCHITECTURAL

STAIR 9 - WEST ELEVATION

5 EXISTING STAIR 2 TO TUNNEL ENTRANCE BELOW PROVIDE NEOPRENE SHIM FOR SEPARATION SCALE: 1/4" = 1'-0" A-404 433' - 10 3/4" SEE WALL SECTIONS

STATION 636 + 50.00 OB SP5

PTD GALV STL GUARDRAIL, SEE A-800 SERIES

ALUM RAIL-TYPE SNOWGUARD

SHELTERS 1-3 - WALL SECTIONS

STAIR 8

A-404

VILLANOVA STATION IMPROVEMENTS

3 _______

SIDEWALK ON GRADE, SEE CIVIL DWGS

STATION 633

4 _______

A-401

6' - 3"

SHT. NO.:

COMPUTE

SCALE: 3" = 1'-0"

STL BOX GUTTER

STATION IMPROVEMENTS

PTD 4"X2" ALUM WALL PANEL ASSEMBLY INTERIORPERIMETER TUBE BY MANUFACTURER

CWA STATION 637 STATION 638 STATION 637 STATION 638 11/05/2025 DWG. NO.: A-506 OFCHECKED BY: CWA A-522 + 50.00 OB REINF PRECAST + 00.00 OB + 00.00 OBWORK + 50.00 OB ORDER NO.: CONC OF SHT. NO.: 145 363 TYP SECTION DEPTD TL4"X4"- HSS TYSHELTER P B.OFRAMING, . W AL L PAN EL A SSEM BL Y 1 PIER CAP FRAMING, SEE 3" = 1'-0" COMPUTER FILECW-2403 NO.: REV. NO.: SEE STRUCT DWGS A-506 SCALE: DRAWING NUMBER STRUCT DWGS

NH6

12' 4' -- 0" 6"

ALUM RAIL-TYPE SNOWGUARD

PAOLI/THORNEDALE LINE / 308 N, SPRING MILL RD. (RT 320)

EXTRUDED ALUM FRAME PROVIDE NEOPRENE SHIM FOR SEPARATION OF DISSIMILAR MATERIALS AT HSS SEALANT & BACKER ROD SEALANT & BACKER ROD

SCALE:A-401 1/4" = 1'-0"

6' - 3"

+/- 5' - 2" VIF

A-505

16' 16'- -0"0" PTD ALUM RIDGE FLASHING RAMP 8

DWG. NO

T Y P SE C T I O N D ET L - T YP B. O . W AL L PAN EL A SSEM BL Y

NP14.2NP14 NP13NP12.8

OB_______ RAMPS 7 & 8 - SECTION 7 _______ 7

DESCRIPTION

2 A-404

9' - 5"

SEALANT & BACKER ROD PTD 4"X2" ALUM WALL PANEL ASSEMBLY PHENOLIC PANEL, TYPMANUFACTURER PERIMETER TUBE BY

1 _______

AP'D

CK'D

145 CWA

REV

SHELTERS 1-3 - PLAN & 1-3 SECTION SHELTERS - PLANDETAILS & SECTION DETAILS

0' - 9 1/2"

B.O. TRUSS 443' - 0"

EXTERIOR

REINF PRECAST CONC PLATFORM, PHENOLIC PANEL, TYP SEE STRUCT DWGS

CONVERSE WINKLER ARCHITECTURE, LLC

T.O. SHELTER 1 FRAMING 442' - 2 3/4"

SEE PLUMB DWGS FOR HL PLAT TRENCH DRAINS 5 _______ A-404 REINF CIP CONC CURB WALL OVER EXG, SEE STRUCT DWGS NP6 NP5.4 NP5.4 NP5

7' - 6"

SEE SHEET A-517

CK'D BY

CWA

B.O. TRUSS 443' - 0"

AP'D

145

PHENOLIC PANEL BY MFR

1:13

PTD ALUM RAKE TRIM

PHASE 2 100% SUBMISSION

3' - 8"

A-306

10' - 0"

1 _______ REINF CIP CONC A-306 WALL, SEE STRUCT DWGS

_______ 2' -1 0"

2' - 0"

VILLANOVA STATIONVILLANOVA PHASE 2_ARCH_R25_detached.rvt STATION PHASE 2_ARCH_R25_detached.rvt

0' - 0 1/4" 0' - 2" 0' - 0 1/4"

NP6 NP7

12'16' - 0"- 0"

14' -- 0" 6" 16'

DRAWING

2 A-205

SEE CIVIL, LANDSCAPE 2 _______ DWGS

17' 14'- -6"6"

WORK OR

PTD 4"X4" HSS SHELTER FRAMING, SEE STRUCT DWGS

2" OUTSIDE RADIUS MAX AT HANDRAIL RETURN TO WALLS & GUARDRAILS, TYP. 12" MIN HANDRAIL EXTENSION FLAT & STRAIGHT.

4/3/2026 1:26:42 PM

CLEAR SEALANT

NP8 NP7

16'16' - 0" - 0"

PHASE 2 PHASE 2 ARCHITECTURAL ARCHITECTURAL

0' - 2"

0' - 2" 0' - 4" CLOSURE

8' - 4 3/4"

0' - 4" HSS 0' - 5"

BACK BEAD SEALANT THESE LOCATIONS, TYP SEALANT & BACKER ROD PHENOLIC PANEL, TYP

EN L AR G ED PL AN - I B SH E LTFLUTE ER 3 EDGE FORMLINER PTD 4"X4" HSS SHELTER FRAMING,

LINE OF HORIZ ALUM GRID

STAIR 9

11/0

NP36 + 50.00 & Coordination Stair & Ramp Design

NP35

NP14.2NP15 NP14

SCALE:

DATE:

1 A-506

ION

P PL A N D ET L AT H SS PO ST

E: 3" = 1'-0"

SHELTER 3: 433' - 11 1/4"

FOAM TAPE, TYP

EXTERIOR

16'16' - 0" - 0"

SHELTER 2 1: 433' 3/4" PA- 10 NE L - C EN T ER M U L L EXTRUDED ALUM FRAME SHELTER 2: 433' - 5 1/4" SCALE: 3" = 1'-0" A-506

PTD COPED CLOSURE EXTERIOR CHANNEL 4" DEPTH,

0' - 0 1/4" SHIM SEE PANEL ELEVS

16'16' - 0" - 0"

4' - 11"

NP9 NP8

ENOL3 IC C.L. HSS (REF)TYP SECTION DETL - GL BLOCK TO PHSHELTER

10 WALL CLEAR SEALANT EDGE FLUTE T.O. OB N. CURB T.O. OB N. CURB WALLFORMLINER 3/16" STAINLESS STL TIE ROD 1/4" 433'W/- 7" 433'= -1'-0" 7" TEXTURE AT CIP CURB A-503 SCALE:EXTERIOR WASHER & HEX NUT WALL N. FACE

0' - 0 1/4" 0' - 0 1/4" COPE 3" DEPTH, SHIM TOSHIM SEE STRUCT DWGS 0' - 6" 0' - 2" HSS ALUM

NP10

NP9 INTERIOR 3/4X3/4X1/8 EXTRUDED ALUM ANGLE

9 _______

0' - 0 1/4" 0' - 0 1/4" 0' - 0 1/4" SHIMOB EXG SHIM RAMP WALL SHIM T.O. 6" 0' - 2" SEE PANEL ELEVS 432' -0'2- 1/2" HSS ALUM

P PL A N D ET L AT H SS PO ST

- 2" VS E: 3" =0'1'-0" ALUM

FOAM TAPE, TYP

16' 17' - 0"- 6"

NP16 NP15

STAIR 9 - 10 3/4" SEE WALL433' SECTIONS

PTD CLOSURE C CHANNEL, SEE SHELTER ELEVATIONS FOR LOCATONS

WALL-MTD 1 1/2" DIAM SS HANDRAIL

VILLANOVA STATION IMPROVEMENTS

RAMP 10 EXPANSION MATERIAL 3/16" STAINLESS STL TIE ROD W/ WASHER & HEX NUT 7 5/8" X 7 5/8" X 1 1/2" GLASS PAVER LINE OF HORIZ ALUM GRID

433.08' T.O. WALL

SEE STRUCT DWGS

4/3/2026 1:26:40 PM 4/3/2026 1:26:40 PM HASE 2 100% SUBMISSION PHASE 2 100% SUBMISSION

0' - 2" ALUM

EXTRUDED ALUM FRAME

NP17 NP16

433' - 1"

T.O. SHELTER 1 FRAMING - 2 3/4"WALL, REINF 442' CIP CONC

PTD 4X2 ALUM TUBE CENTER MULL FRAMING BY MFR

SEE SHEET A-517 PA12 NEL - CENTERBACK MUBEAD LFLASHING LSEALANT THESE LOCATIONS, FLASHING 2 RAMP TYP A-506 SCALE: 3" = 1'-0" PHENOLIC PANEL, TYP

RAMP451' 11 - 4 3/4"

0' - 0 1/4" SHIM

SEALANT & BACKER ROD

0' - 3 1/2"

0' - 10 3/4" CIP CONC

BACKER ROD

NP11 NP10

A-404

16' - 0"

3' - 5"

NP18 NP17

GROUT AT B.O. HSS POST EXTRUDED ALUM FRAME PHENOLIC PANEL ALUM BASEPLATE, SEE STRUCT 2 3 _______ _______ BY MFR EXTRUDED TYP S_______ EC TION DE3/4X3/4X1/8 TL - G L3 BRIDGE LOCK TO PSR-5 HALUM ENRIDGE OLPTD ICSTL CANOPYSUB-FRAME DWGS T.O. HL CANOPY BRACKET, PTD STL CANOPY BRACKET,A-305 ALUM A-305 A-305 ALUM ANGLE

9' - 5"

SHELTER 1 433' - 1SEALANT 1/4" &

CONC SLAB ON GRADE, CIVIL DWGS EXPANSION SEE MATERIAL PTD 4"X2" ALUM WALL PANEL ASSEMBLY B.O. TRUSS 7 5/8" X 7 5/8"TUBE X 1 1/2" PAVER PERIMETER BY GLASS MANUFACTURER 443' - 0"

9' - 5"

INTERIOR T.O. CONC CURB -

PTD 4"X2" ALUM WALL PANEL ASSEMBLY PERIMETER TUBE BY MANUFACTURER

EXTRUDED ALUM FRAME

A-503

2 _______

A-404

PTD 4"X2" & ALUM WALL PANEL ASSEMBLY SEALANT BACKER ROD PERIMETER TUBE BY MANUFACTURER EXTRUDED ALUM FRAME4' - 11"

SACRIFICIAL SLEEVE, 16'16' - 0"- MTL 0" SEE STRUCT DWGS

T.O. HL CANOPY REINF PRECAST CONC 451' - 4 3/4" RAMP, SEE SHEET A-402, STRUCT DWGS

SEALANT & BACKER ROD

7PERIMETER 5/8" X 7 5/8"TUBE X 1 1/2" PAVER BYGLASS MANUFACTURER

SEALANT & BACKER ROD 4 _______

A-503

0' - 2 1/2"

T.O. OB N. CURB WALL SEALANT & 433' - 7" BACKER ROD

0' - 3 3/4"

C.L. HSS SHELTER 1 433' - 10 3/4" INTERIOR

0' - 5 3/4"

E: 3" = 1'-0"

SP2

NP11 EXTERIOR

P PL A N D ET L AT H SS P O ST - H SS - M T D P H EN O L I C PA N EL

16' - 2"

EXTRUDED ALUM GLASS 4 _______ BLOCK GRID W/ THREADED STATION A-404 636 STATION 638OB ROD SUPPORT BY MFR + 50.00 SP3.5 SP4 + 50.00 IB SOLID GLASS BLOCK 8X8X2 12' - 0" 16' - 2" BY MFR TUNNEL WALL C.L. VIF

STATION 636 + 00.00 OB _______ 7 SP3 PTD 4"X2" ALUM WALL PANEL ASSEMBLY

SEALANT & BACKER ROD STATION 636 + 00.00 OB

STATION IMPROVEMENTS STATION IMPROVEMENTS

A-506

SCALE: 3" = 1'-0"

SCALE: 1/8" = 1'-0"

NP12

NP12 MATCHLINE 4 / A-206

1 _______

A-506

CONVERSE WINKLER ARCHITECTURE, LLC

SP5.2

PTD CLOSURE C CHANNEL 5" DEPTH, COPE TO 3REINF PRECAST CONC

EXG CONC WALL TO

EXPANSION MATERIAL AT SHIM SPACE

SCALE: 1/8" = 1'-0" A-205

MATCHLINE 4 / A-206

SHIM SEE PANEL ELEVS

0' - 0 1/4" 0' - 2"

0' - 6" HSS

REINF PRECAST CONC SP5 STAIR, SEE STRUCT DWGS

RELOCATED PARKING, SEE CIVIL DWGS

16' - 0" 12' - 0" EXPANSION MATERIAL AT SHIM SPACE OB HL PLATFORM & CANOPY - NORTH ELEVATION - AREA C 3' - 11" 4 OB HL PLATFORM & CANOPY - NORTH ELEVATION - AREA C EXTERIOR INTERIOR 12' - 0" 8' - 1"

TYP P PLAN DEEXTERIOR TL AT HSS0' -P O ST - H SS - M T D PHENOLIC PANEL 16' - 0" 0 1/4"

0' - 0 1/4" E: 3" = 1'-0" SHIM NEL ELEVS

SCALE: 1/4" = 1'-0"

PAOLI/THORNEDALE LINE / PAOLI/THORNEDALE LINE / 308 N, SPRING MILL RD. (RT 320) 308 N, SPRING MILL RD. (RT 320)

BACKBEAD SEALANT THESE LOCATIONS, TYP

LINE OF HORIZ ALUM GRID

4' - 11" 2' - 2" 4' - 11" VILLANOVA STATION IMPROVEMENTS VILLANOVA STATION IMPROVEMENTS

SEE PANEL ELEVS

A-404

SCALE: 3" = 1'-0"

EXG STAIR 2

CONVERSE WINKLER ARCHITECTURE, LLC

PTD 4X2 ALUM TUBE CENTER MULL FRAMING BY MFR WP-2

0' - 4" HSS

0' - 6" HSS

7 5/8" X 7 5/8" X 1 1/2" GLASS PAVER

SP-2

T Y P SE C T I O N D ET L - G L ASS B CKSTAIR CENTE9R- M ULL SP-6 OB SECTION 3 LO SP-6

0' - 0 1/4" 1' - 2" SP PANEL TYP

EXG CONC WALL TO REMAIN, 0' - 0PROTECT 1/4" DURING CONSTRUCTION SHIM

EXTRUDED ALUMINUM FRAME

4' - 11" 8' - 4 3/4" 2' - 2"

NT & R ROD

EXTERIOR

PTD 4"X2" ALUM PERIMETER TUBE LINE OF HORIZ ALUM GRID FRAMING BY MANUFACTURER

9' - 5"

SHIM

A-306

WP-2

CLOSED CELL BACKER ROD

RAMP 12

2 _______

SP-2

WP-2 WP-2 7 5/8" X 7 5/8" X 1 1/2" GLASS PAVER

0' - 4" TYP

IO N 0' - 0 1/4"

OPP) NEL ELEVS

4 A-205

BACKBEAD SEALANT THESE LOCATIONS, TYP

STATION 635 + 50.00 OB SP1

8' - 4 3/4"

NT & R ROD

SCALE: 1/4" = 1'-0"

0' - 0 1/4" SHIM

PHENOLIC PANEL

INTERIOR3/16" STAINLESS A-306STL TIE ROD W/ WASHER & HEX NUT EXTRUDED ALUMINUM FRAME CLEAR SEALANT SP-2 SP-2 CLOSED CELL BACKER ROD FOAM TAPE, TYP

REINF CIP CONC FOUNDATION, SEE STRUCT DWGS

X 7 5/8" X 1 1/2" GLASS PAVER STAIR SEE STRUCT DWGS PROTECT 3 COL BASEPLATES. SEE I B SH EL T ER 3 - S O U VC AT TIIO ONN DE7T5/8" TYEPLE SE L - GLASS REMAIN, BL O C K CENTER 3/8" MDEPTH ULDWGS. L AT SHELTER 3 TH DURING CONSTRUCTION STRUCT SOUTH AND EAST WALLS ONLY

0' - 0 1/4" 0' - 0 1/4" SHIM SHIM

STATION 635 + 50.00 OB

A-506 EXTRUDED ALUM FRAME

CONVERSE WINKLER ARCHITECTURE, LLC

3 _______

ALUM 426.08' (426'-1") PTD B.O. 4"X2" STAIR E. PERIMETER TUBE INTERIORFRAMING BY MANUFACTURER 426.10' B.O. STAIR W. SEE CIVIL DWGS EXTRUDED EXTRUDED ALUMINUM ALUMINUM FRAME FRAME

0' - 0 1/4" SHIM ELEVS 0' - 2" 0' - 4"SEE PANEL 0' - 2" SEE PANEL ELEVS TYPTYP TYP

INTERIOR

CLEAR SEALANT SCALE: 3" = 1'-0"432.60' T.O. STAIR W. FOAM TAPE, TYP

A-306

3 A-506

16' 16'- 0" - 0"

16' - 0"

8 A-503

TYP

0' - 0 1/4" SHIM

PHENOLIC PANEL SEALANT & BACKER ROD _______ 2

A-505

SEALANT & BACKER ROD

1' - 2"

RAMP 5

SCALE: 3" = 1'-0"

DESCRIPTION

RAMP 10

EXTRUDED ALUM FRAME

1 _______ 16' - 0"

TYP SEC432.58' T IO N DET.O. TLSTAIR - GE.LASS BLOCK PANEL HEAD (432'-7") 3 _______

0' - 0 1/4" 0' - 0 1/4" SHIM SHIM

EXG STAIR 2 INTERIOR TO TUNNEL

16'16' - 0" - 0"

0' - 2"

SEALANT & BACKER ROD

4 A-506

16'16' - 0" - 0" & HEX NUT WASHER

NP19 NP18

RAMP 11 433' - 1 3/8"

3/16" STAINLESS STL TIE ROD W/

16'16' - 0"- 0"

12' - 0"

NP20 NP19

WP-2

NP21 NP20

EXTERIOR

7 5/8" X 7 5/8" 1 1/2" GLASS PAVER 12' X - 0"

NP22 NP21

8' - 6" TYP

0' - 0 1/4" 0' - 0 1/4" SHIM SHIM

8' - 4"

SP-2

EXTERIOR

0' - 0 1/4" SHIM

B.O. TRUSS 443' - 0" T.O. SHELTER 3 FRAMING 442' - 3 1/4"

A-506

0' - 0 1/4" SHIM

TYP SECTION DETL - PHETYP N O L I C PA N EL D I R EC T T O H SS 3 _______

SCALE: 3" = 1'-0"

2' - 0 3/4"

16'16' - 0"- 0"

16' - 0"

SCALE: 3" = 1'-0"

4 A-506

NP23 NP22

0' - 0 1/4" 0' - 2" 0' - 0 1/4"

NP24

16' - 0"

NP24 NP23

0' - 2" 0' - 0 1/4"

PTD 4"X4" HSS SHELTER FRAMING, SEE STRUCT DWGS

4' - 11"

SCALE: 3" = 1'-0"

PROVIDE NEOPRENE SHIM FOR SEPARATION OF DISSIMILAR MATERIALS AT HSS

1:13

T Y P PL A N D ET L AT H SS PO ST

STATION 638 + 50.00 IB

SP4

TYP SECTION DEEXPANSION TL - GMATERIAL LASSATBSHIM LOSPACE C24'K- 0"PANEL HEAD

0' - 0 1/4"

EXTERIOR

A-404 SP3.5

PTD 4"X2" ALUM WALL PANEL ASSEMBLY 6' - 3" TUBE 1' - BY 0" MANUFACTURER 6' - 3" PERIMETER

INTERIOR

CLEAR SEALANT

NP34

2 _______

SEALANT & BACKER ROD

EXTERIOR

FOAM TAPE, TYP

PTD 4X4 HSS FRAMING, SEE STRUCT DWGS

A-404

STAIR 9

RAMP 6

OB RAMPS 5 & 6 - SECTION

SP3

6' - 6" VIF (13) EQ RISERS @ 6"

A-506

TYP SECTION DETL - PHEPROVIDE NDISSIMILAR OLINEOPRENE C PMATERIALS ANSHIM ELFOR DHSS ISEPARATION R EC T T O H SS OF AT

8 A-506

PHENOLIC PANEL MTD DIRECT TO HSS, BY MFR

4' - 6 3/4"

EXTRUDED ALUM FRAME

EXTERIOR

PTD 4X2 ALUM4 PERIMETER TUBE FRAMING MFR 1/4" = 1'-0" A-404BYSCALE:

7 5/8" X 7 5/8" X 1 1/2" GLASS PAVER PTD 4"X2" ALUM PERIMETER 4 TUBE BY MFR _______

A-404

7 5/8" X 7 5/8" X 1 1/2" GLASS PAVER

EXPANSION MATERIAL

0' - 0 1/4" SHIM SEE PANEL ELEVS 1:13

16' - 0"

SCALE: 3" = 1'-0"

A-306

GUARDRAIL MTD HANDRAIL

0' - 2" ALUM

A-506

4 _______

EXTRUDED ALUM FRAME

0' - 0 1/4" 0' - 0 1/4" SHIM SHIM 0' - 6" HSS

0' - 2" ALUM

RAMP 12

EXPANSION MATERIAL AT SHIM SPACE SEALANT & BACKER ROD

SP2INTERIOR

SEALANT & BACKER ROD

LINE OF HORIZ ALUM GRID

CANOPY BRACKET PHILADELPHIA, PA 19107SEE PANEL ELEVS

PHENOLIC PANEL, TYP

TYP SECTION DETL - GL BLOCKNP34 T O PH EN O L I C NP35 PAN EL - C EN T ER M U L L 2

PHENOLIC PANEL, TYP

3/16" STAINLESS STL TIE ROD W/ WASHER & HEX NUT

0' - 0 1/4" SHIM

OPEN TO PTD GALV STL DECORATIVE 1234 MARKET ST, 13TH FL, BEYOND

0' - 4" HSS

0' - 0 1/4" SHIM 0' - 0 1/4" 0' - 0 1/4" SHIM SHIM

SCALE: 1/4" = 1'-0"

SP3.5

AUTHORITY EM&C DIVISION

BACK BEAD SEALANT THESE LOCATIONS, TYP

3 _______

LINE OF RAMPS 7-8 BEYOND

AUTHORITY EM&C DIVISION

3/4X3/4X1/8 EXTRUDED ALUM ANGLE

10' - 0"

PTD 4"X2" ALUM WALL PANEL ASSEMBLY PERIMETER TUBE BY MANUFACTURER

COARSED RUBBLE STONE FORMLINER FOR CONC WALL SEALANTTO & MATCH EXG

EXTRUDED ALUM FRAME

1234 MARKET ST, 13TH FL, PHILADELPHIA, PA 19107

SOUTHEASTERN PTD 6X4 HSS FRAMING, SEE PENNSYLVANIASEALANT & BACKER ROD STRUCT DWGS TRANSPORTATION

PTD 4"X2" ALUM PERIMETER TUBE BY MFR PROVIDE NEOPRENE SHIM FOR SEPARATION OF DISSIMILAR MATERIALS AT HSS INTERIOR

I B SH EL T E R 3 - N O R T H EL EVAT I O N

0' - 8 3/4"

5 A-506

7 A-503

0' - 0 1/4" SHIM

PTD 4"X4" HSS SHELTER EXTRUDED ALUM FRAMEFRAMING,

PTD 4"X4" & HSS SHELTER SEALANT BACKER RODFRAMING, SEE STRUCT DWGS

SEE PANEL ELEVS SEE PANEL 0' - 2" ELEVS SEE PANEL SEE PANEL ELEVS 0' - 2"ELEVS

TYP

4 SEE STRUCT DWGS _______

SCALE: 3" = 1'-0"

BACKER ROD

1234 MARKET ST, 13TH FL, PHILADELPHIA, PA 19107

WP-4

B.O. RAMP PROVIDE NEOPRENE SHIM FOR SEPARATION 426.07' OF DISSIMILAR MATERIALS AT HSS

T Y P PL A N D ET L - C O R N ER

6 A-506

SEE PANEL ELEVS 0' - 2" ELEVS SEE PANEL

PROVIDE NEOPRENE SHIM FOR SEPARATION PHENOLIC PANEL OF DISSIMILAR MATERIALS AT HSS

7' - 3 3/4"

MID LANDING

PROVIDE NEOPRENE SHIM FOR SEPARATION OF DISSIMILAR MATERIALS AT HSS

REINF CONC CATENARY SOUTHEASTERN FOUNDATION, SEE PENNSYLVANIA STRUCT,TRANSPORTATION CIVIL DWGS

Windscreen Redesign & Coordination

EXTERIOR

INTERIOR

429.34'

PTD 4"X4" HSS SHELTER FRAMING, 427.72' SEE STRUCT DWGS

0' - 2"

PHENOLIC PANEL

0' - 0 1/4" SHIMWP-2 T.O. RAMP SEE PANEL ELEVS

0' - 0OPEN 1/4" TO 0' -BEYOND 4" 0' - 2"

SECTION DETAILS

SEALANT & BACKER ROD EXTRUDED ALUM FRAME EXTRUDED ALUM FRAME

0' - 0 1/4" SHIM

5 A-506

PROVIDE NEOPRENE SHIM FOR SEPARATION OF DISSIMILAR MATERIALS AT HSS

PROVIDE NEOPRENE SHIM FOR SEPARATION INTERIOR OF DISSIMILAR MATERIALS AT HSS

C.1

EXTERIOR 19' - 3 3/4"

PTD HSS CORNER POST, SEE STRUCT DWGS. SHELTERS 1-2: 4X4, SHELTER 3: 6X6

PROVIDE NEOPRENE SHIM FOR SEPARATION OF DISSIMILAR MATERIALS AT HSS

SEE PANEL ELEVS 0' - 2" ELEVS SEE PANEL SEE PANEL SEE PANEL ELEVS 0' - 2"ELEVS

0' - 6" HSS

SEE PANEL PANEL SEE PANEL 0' - 0 1/4" SEE ELEVS ELEVS ELEVS SHIM

EXTERIOR

PTD 6"X4" HSS SHELTER FRAMING, SEE STRUCT DWGS

SEALANT BACKER RODFRAMING, PTD 6"X4" & HSS SHELTER SEE STRUCT DWGS EXTRUDED ALUM FRAME

0' - 0 1/4" SHIM SEE PANEL 0' - 6" ELEVS HSS

0' - 0 1/4" SHIM

SECTION DETAILS

INTERIOR

3' - 0 3/4"

0' - 0 1/4" SHIM

HSS TUBE

0' - 2"

SHELTER 1: 442' - 2 3/4"EXPANSION SHELTER 2: 441' - 9 1/4"MATERIAL 6. SHELTER 3: 442' - 3 1/4"

B.O. TRUSS 443' - 0"

6X6 OR 4X4 PTD HSS POST, SEE ENLARGED SHELTER PLANS, STRUCT DWGS

0' - 6" HSS

TRANSPORTATION AUTHORITY EM&C DIVISION

REINF PRECAST CONC RAMP, SEE STRUCT DWGS

16' - 0"

SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY NP36 EM&C DIVISION

SOUTHEASTERN STATION 633 +PENNSYLVANIA 50.00

SP1

B.O. TRUSS 443' - 0"

1' - 2 1/2" SP PANEL HSS CLR, TYP

3. 4.

(REF) T.O. SHELTER FRAMING

0' - 0 1/4"

A-506

T.O. SHELTER 1 FRAMING 442' - 2 3/4"

SCALE: 3" = 1'-0"

SP2

SPECIFICATIONS & DTLS. CLEAR SEALANT - 0" 12' - 0" ALL SUBGRADE12' CONCRETE FOUNDATION WALLS ASSOCIATED INTERIOR FOAM TAPE, TYP ARE TO RECEIVE WITH THE NEW RAMPS, LANDINGS AND STAIRS HORIZONTAL SHEET MEMBRANE WATERPROOFING AS PER EXTRUDED ALUM FRAME SPECIFICATIONS & DTLS. REFER TO STRUCT DRAWINGS SEALANT FOR PRECAST CONCRETE DTLS. & BACKER ROD REFER TO MEP DRAWINGS FOR ALL MECHANICAL, ELECTRICAL & PTD 4"X2" ALUM WALL PANEL ASSEMBLY PLUMBING WORK. PERIMETER TUBE BY MANUFACTURER THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT AND THE LARGEST ANDSEALANT SMALLEST TREAD ROD DEPTH SHALL & BACKER NOT EXCEED 3/8" IN ANY FLIGHT OF STAIRS. FAILURE TO MEET THESE TOLERANCES WILL RESULT IN REJECTION OF THE WORK. ALL EXTERIOR STAIRS AND STAIR/RAMP LANDINGS SHALL HAVE A CROSS SLOPE OF 2% UNLESS NOTED OTHERWISE. SP-8 SP-8

1' - 2"

0' - 0 1/4" SHIM

5 _______

0' - 0 1/4"

16' - 2" EXTERIOR

SP3

0' - 2" 0' - 0 1/4" 2' - 0 3/4" GB PANEL TYP 6' - 1 1/2" WALL PANEL HSS CLEAR, TYP

0' - 2"

TYP

3/16" STAINLESS STL TIE ROD W/ STAIR/RAMP NOTES WASHER & HEX NUT

LINE OF HORIZ ALUM GRID ALL SUBGRADE CONCRETE FOUNDATION WALLS ASSOCIATED WITH THE NEW RAMPS, LANDINGS AND STAIRS ARE TO RECEIVE 7 5/8" X 724' 5/8" X 1 1/2" GLASS PAVER - 0" VERTICAL SHEET MEMBRANE WATERPROOFING AS PER

0' - 2"

B.O. TRUSS 443' - 0"

SEE PANEL ELEVS

B.O. TRUSS 443' - 0"

SP4

SEE PANEL ELEVS

0' - 6" HSS

T Y P PL A N D ET L AT H SS P O ST - H SS - M T D P H EN O L I C PA N EL

9 A-506

SCALE: 3" = 1'-0"

STATION 638 + 50.00 IB

SP5

T Y P PL A N D ET L - G L BL O C K T O H SS- MT D PH E N O L I C PA N EL

7 A-506

SEE PANEL ELEVS

7 5/8" X 7 5/8" X 1 1/2" GLASS PAVER

Marsh Creek State Park Visitors’ Center

A-211

A-212

New Park Offices w/Public Component

A-301 7.04

Multi-Prime Public Contract (Completed Aug 2026)

5.07 5.03

26.02

5.07

7.10

26.04

5.05

26.09

6.09 7.08 7.06

5.02 17'-9"

T.O. PLA 21'-1

CW1

7.02

5.01

7.07 7"

5.10

T.O. 1/4" PLYW UNDERLAYMEN 12'

101

5.01 7.02

7.07

3 A-605

7.25

22.05

7.25

108

Site: 675 Park Rd, Downingtown PA Building Area: +/- 3,400 SF Client: DCNR (Department of Conservation & Natural Resources) Revit, Enscape, Adobe Photoshop, Hand Responsibilities: -Create final exterior & interior renderings for project -Design development & bid set documentation -Manage Revit model development & coordination w/ engineers -Adapt manufacturers’ details to project-specific conditions -Bid set documentation, CA revisions to lobby stair, curtain wall, bldg & interior elevations, lighting, ceiling/soffit details, guardrailings, code compliance, exterior deck

A-301

7.02

7.20

7.01 7.20

FINISH GRADE SEE CIVIL

1 A-201

SO U T H EL EVAT I O N SCALE: 1/4" = 1'-0"

1 A-302 7.21

2 A-211 7.02

8.04

7.21

5.05

7.08

6'-0"

7.01

T.O. PLATE 21'-11"

7.02

7.02 7.04 1

7.07

T.O. 1/4" PLYWD UNDERLAYMENT 12'-3"

1'-7"

3.08 D

6.22 7.13

A-306

7.20

7.01

B.O. OF GUTTER AT DECK BEYOND. SEE A306

7.02 7"

7.02

8.04 7.01

5.01

3.04

7.01

T.O. SLAB 0"

3.02

2025 5:06:46 PM

7.06

2'-0"

7.25

FINISH GRADE - SEE CIVIL DRAWINGS

EAS T E L EVAT I O N SCALE: 1/4" = 1'-0"

AL CO CH

D 17'-0 1/4" WD BEAM FACE TO FACE EQ

C 5 1/4"

ALIGN

LINOLEUM TILE

6'-1 7/8"

T.O. 1/4" PLYWD UNDERLAYMENT 12'-3"

2 A-402

ST ST TOP RAIL

PAINTED STEEL STRINGER P-4

TERRAZZO TREAD 9/16" ALUM TRANSITION PAINTED STEEL RISER P-4 TRIM ALUMINUM END CAPS

UNDERLAYMENT

ALUMINUM END CAPS

GWB FASCIA

7/8"

6 A-401

3'-0"

WOOD HANDRAIL MTD TO POSTS PRECAST EPOXY TERRAZZO LANDING

8 A-402

OFFICE 009

SEC T I O N @ L AN D I N G

REMOVABLE ST ST CANE DETECTION RAILING

SCALE: 1/2" = 1'-0"

A-401

ST ST GUARD RAIL

4 A-401

9 A-402

1'-0"

A-401

5 1/4"

4'-0" LANDING

GWB SOFFIT

WD BLKG WD BEAM, SEE STRUCT

GWB SOFFIT

3'-0"

GUARDRAIL MTD ST ST HANDRAIL

5/4 FIBER CEMENT TRIM

3 1/2"

PAINTED STEEL PAN - P-4

LOWER LOBBY 001

HORIZONTAL FIBER CEMENT SIDING

U PPER L EVEL PL AN SCALE: 1/2" = 1'-0"

2 A-401

L O W ER L EVEL PL AN

5 A-401

SCALE: 1/2" = 1'-0"

L O N G I T U D I N AL S EC T I O N L O O KI N G W EST SCALE: 1/2" = 1'-0"

DOUBLE FURRING @ CORNER TYP. POLYISO INSULATION

AIR BARRIER MEMBRANE SHEATHING

1 X 4 FURRING BLOCKING POLYISO INSULATION

PL AN D ET A I L - I N SI D E C O R N ER

FIBER CEMENT SIDING

REVISION

COMPOSITE DECK

TREATED WOOD S U B MI T T E D JOISTS TREATED WOOD P R O J E C T D ES I G N E R JOISTS HSS BEAM P-4 A P P R O V ED SEE STRUCTURE HSS BEAM P-4 D I V I S I O N C H I EF SEETRIM STRUCTURE FIBER CEMENT A P P R O V ED

FIBER CEMENT TRIM

HANDRAIL - SEE STAIR DRAWINGS.

S EC T I O N C H I EF

3/4" VERTICAL FURRING FIBER CEMENT SIDING.FURRING 3/4" LAP VERTICAL SEE ELEVATION FOR HEIGHT FIBER CEMENT LAP SIDING. FIBER CEMENT LAP SIDING. SEE ELEVATION FOR HEIGHT SEE ELEVATION FOR HEIGHT ACM BASE BOARD. EXTEND 8" BELOW 8" FINISH GRADE. ACM BASE BOARD. EXTEND ACM BASE BOARD. EXTEND 8" BELOW FINISH GRADE. BELOW FINISH GRADE.

HSS BRACKET P-4 HSS BRACKET P-4 SEE STRUCTURE HSS BRACKET P-4 SEE STRUCTURE SEE STRUCTURE

N O . : F D C - 4 18 - 10 31 07

1 X 4 FURRING APPLICABLE CONTRACT NUMBERS: BLOCKING G E N E R A L: F D C - 4 1 8 - 1 0 3 1 0 7 . 1 M E C H . : N / A

PL U M B .: N / A

E LE C . :

1 A-303

PROVIDE BLOCKING AT BRACKETS T HANDRAIL - SEE STAIR DRAWINGS. HANDRAIL - SEE STAIR DRAWINGS. 12 PROVIDE BLOCKING AT BRACKETS 5/8" GWB PROVIDE BLOCKING AT BRACKETS VAPOR BARRIER 5/8" GWB 5/8" GWB 2 X 4 STUD WALL VAPOR BARRIER VAPOR BARRIER INSULATION 2 X 4 STUD WALL 14" MINERAL 2WOOL X 4 STUD WALL 2 5/8" EPS INSULATION FORMWORK 14" MINERAL WOOL INSULATION 14" MINERAL WOOL INSULATION 12"FORMWORK CIP CONCRETE WALL 2 5/8" EPS INSULATION 2 5/8" EPS INSULATION FORMWORK 2 5/8" EPS INSULATION FORMWORK 12" CIP CONCRETE WALL 12" CIP CONCRETE WALL AIRFORMWORK BARRIER MEMBRANE 2 5/8" EPS INSULATION 2 5/8" EPS INSULATION FORMWORK 3/4" VERTICAL AIR BARRIER MEMBRANE AIRFURRING BARRIER MEMBRANE

FIBER CEMENT TRIM D I R EC TOR - BU R EA U O F F AC ILITY D ESI G N A N D C O NS TR U C TIO N

SEALANT P R OJ E C T

1 A-303

APPR.

P R O J E C T C O O R D IN A T O R

N /A

RIVER ROCK BORDER SEE CIVIL RIVER ROCK BORDER SEE CIVIL RIVER ROCK BORDER SEE CIVIL

LOWER LOBBY 001 LOWER LOBBY LOWER LOBBY 001 001

C O N S T RU C T N E W P AR K O F F I C E

SELF ADHERING SHEET WATERPROOFING

SELF ADHERING SHEET WATERPROOFING SELF ADHERING SHEET WATERPROOF DRAIN BOARD

M A R SH C R E E K S T A T E P AR K

T.O. SLAB 0"

I N TE RI OR STAI R

T.O. SLAB ALL DIM0" E N SI O N S AN D E X I ST I N G T.O. SLAB T.O. SLAB C O N D I T I O N S S HAL L B E 0" 0" C H E C K E D A N D V E RI F I E D B Y C O N T RAC T O R AT T HE S I T E .

DRAIN BOARD

U P P E R U W C H L A N , C H ES T E R C O U N T Y

DRAIN BOARD DRAIN COLLECTOR

DRAIN COLLECTOR

2 X 6 STUDS AT 16" O.C.

4" CONCRETE SLAB D R A WN B Y :

A u t h or C HE C K E D B Y :

C h e c ke r

A-401

DA TE :

4" CONCRETE SLAB

D R A W IN G N O . :

1 2/ 26 / 2 0 2 3 S C A LE :

A S NO T ED

S H EE T

3" POLYISO INSULATION

SHEATHING

4" CONCRETE SLAB VAPOR BARRIER

5/8" SHEATHING

OF 11 6

AIR BARRIER MEMBRANE

VAPOR BARRIER

T 0"

VAPOR BARRIER 6" COMPACTED STONE

6" COMPACTED STONE

1 X 4 VERTICAL FURRING FIBER CEMENT HORIZONTAL LAP SIDING

GYPSUM WALL BOARD

SCALE: 3" = 1'-0"

GUARDRAIL - SEE STAIR DRAWINGS GUARDRAIL - SEE STAIR DRAWINGS GUARDRAIL - SEE STAIR DRAWINGS

ASI-2 GENERAL COORDINATION

BLOCKING

1 A-304

STEEL STRAP ANCHOR

UPPER LOBB 102 UPPER LOBBY UPPE 102

OFFICE 009

FIBER CEMENT SIDING

1'-2"

HSS BEAM P-4 SEE STRUCTURE

3 1/2"

SEALANT

6 A-402

COMPOSITE DECK

12'-3" T.O. UNDERLAYMENT

PRECAST TERRAZZO TREADS

JB FOR FUTURE LIGHTING BY .4 CONTRACT. SEE ELECTRICAL 5/4 FIBER CEMENT TRIM

3 1/2"

6'-7 3/4"

#12 X 6" LG EXTERIOR GRADE TIMBER PRECAST TERRAZZO LANDING SCREW @12" O.C. VERTICAL (1 1/2" MIN EMBEDMENT INTO WOOD STUD) STEEL BOX STRINGER P-4

PAINTED STEEL RISER P-4

STRINGER MTD ST ST GUARDRAIL

1'-2 3/8"

DEFLECTION TRACK PTD POPLAR INFILL

8'-0"

EPOXY TERRAZZO STAIR TREAD

WOOD HANDRAIL ST ST BRACKETS

6'-8"

9'-2" 10 TREADS @ 11"

5 1/4"

9'-2" 10 TREADS @ 11"

5'-0 1/4"

10'-9 3/8" GWB CEILING 9'-6"

2'-4 1/4"

11 R @ 7"

EXTENT OF STAIR BELOW

3/11/2025 1:11:34 PM

A-503

3 1/2"

3/6/2025

DATE

COMPOSITE DECK

L TRIM AT CUT PANEL

10 T @ 11"

T.O. 1/4" PLYWD UNDERLAYMENT 12'-3" TREATED WOOD JOISTS

GWB CEILING

STEEL STRAP ANCHOR STEEL STRAP ANCHOR

3'-0" AFF

WOOD BEAM SEE STRUCTURE

1'-5 5/8"

17'-0 1/4" WD BEAM FACE TO FACE

1/4" REVEAL

A-401

HSS ANGLED COLUMN P-4

SEE HSS ANGLED COLUMN P-4STRUCTURE HSS ANGLED COLUMN P-4 SEE STRUCTURE SEE STRUCTURE

ALUM GUARD RAIL

4 NO. A-306

T.O. PLYWD T.O. PLYWD 12'-3" T.O. PLYWD 12'-3" 1 12'-3"

ACP CEILING

1 A-401

4 A-306

COLUMNS BEYOND ST ST GUARDRAIL

PAINTED POPLAR P4 ALL SIDES OF OPENING

A-401

CANE DETECTION ALUMRAILING GUARD RAIL CANE DETECTION RAILING

8 A-702

(3) 1/2" BLACK EPOXY ABRASIVES. STOP 3" FROM BOTH ENDS R 3/8"

CANE DETECTION RAILING

2'-11 3/8"

ALUM GUARD RAIL

A-401

1/2" 1/2"

SCALE: 3" = 1'-0"

17'-0 1/4" WD BEAM FACE TO FACE

ST ST GUARD RAIL

7 A-401

5 1/4"

A-702

SIDE DECK SIDE DECK SIDE STDECK AI R N O S I N G 8

16'-10 1/2" GUARDRAIL

REMOVABLE ST ST CANE DETECTION RAIL. ALIGN WITH STRINGER

A-702

SCALE: 8 1 1/2" = 1'-0"

BOX STRINGER P-4

SCALE: 1/2" = 1'-0"

EPOXY TERRAZZO TREAD

1'-3 3/8"

3" 3"

SIM

L O N G I T U D I N AL S EC T I O N L O O K I N G EAST

5'-7 3/8" 9'-2" 10 TREADS @ 11" 9'-0"

SLAB ON GRADE SEE STRUCTURE

3/8"

6'-1 7/8"

10 R @ 7"

CW2

8R BO T T O M R I SE

3 A-401

Front sidewalk joints, site furnishings design 0"T.O. SLAB options- coordinated w/ civil engineer

10 T @ 11"

7 A-401

1/8"

TOP TERRAZZO TREAD FLUSH W/ FINISH FLOOR

3 1/8"

5'-10" 10 RISERS @ 7"

4 A-401

11'-6"

2'-3"

5 A-401

2 1/2"

2'-11 3/8"

4'-1" STAIRWAY WIDTH

LINOLEUM FLOOR TILE

CW2

6'-5" 11 RISERS @ 7"

L TRIM AT 1/2" GAP

2 1/2"

5 1/4"

3'-4 5/8"

3 1/8"

STEEL BOX STRINGER P-4

CW2

REMOVABLE CANE DETECTION RAIL

LINEAR ACOUSTIC WOOD CEILING

T.O. SLAB 0"

LOWER LOBBY 001

SUSPENSION SYSTEM

LINEAR ACOUSTIC WOOD CEILING LINEAR ACOUSTIC WOOD CE GLULAM BEAM CLEAR FINISH SEE STRUCTURE GLULAM BEAM CLEAR FINISH GLULAM BEAM CLEAR FINISH SEE STRUCTURE SEE STRUCTURE STEEL BEAM P-4 SEE STRUCTURE STEEL BEAM P-4 STEEL BEAM P-4 SEE STRUCTURE SEE STRUCTURE HSS COLUMN P-4 HSS COLUMN P-4 SEE STRUCTURE HSS COLUMN P-4 SEE STRUCTURE SEE STRUCTURE

ST ST ROUND POST

ST ST HANDRAIL

STEEL PAN

SUSPENSION SYSTEM

ST ST POST

4'-5"

8 1/4" SIPS PANEL SUSPENSION SYSTEM

2'-3"

4'-1" STAIRWAY WIDTH

8 1/4" SIPS PANEL

2'-3"

2" 1/2"

ICE AND WATER SHIELD

8 1/4" SIPS PANEL

MOTOR OPERATED WINDOW SHADES MOTOR OPERATED WINDOW SHADES

STRINGER MTD ST ST GUARD RAIL

1 4'-6" FINISHED OPENING

MOTOR OPERATED WINDOW SHADES

6'-5" 11 RISERS @ 7"

5 A-402

WOOD HEADER

5 SEE STRUCTURE A-702 5/8" GWB

5/8" GWB 2 X 6 STUD WALL 5/8" GWB A-401 PLYWOOD SHEATHING 2 X 6 STUD5/8" WALL TO2PX 6RSTUD ISEWALL R 6 INSULATION 5/8" PLYWOOD SHEATHING3" RIGID SCALE: 1 SHEATHING 1/2" = 1'-0" A-401 5/8" PLYWOOD 5/8" V GROOVE FIBER CEMENT 3" RIGID INSULATION 3" RIGID INSULATION 5/8" V GROOVE FIBER CEMENT 5/8" V GROOVE FIBER CEMENT

PAINTED POPLAR P4, ALL SIDES OF OPNG

STANDING SEAM METAL ROOF PANEL STANDING ICE AND WATER SHIELDSEAM METAL ROO

3 1/2 "

3'-6"

WOOD BEAM, SEE STRUCTURE

WALL MOUNTED WOOD HANDRAIL

1'-6 1/2"

5 A-702

2'-3"

T.O. 1/4" PLYWD UNDERLAYMENT 12'-3"

7 A-402

3 1/8"

STANDING SEAM METAL ROOF PANEL

FIBER CEMENT FASCIA

ICE AND WATER SHIELD

5 A-702

5'-10" 10 RISERS @ 7"

3 1/8"

3'-0"

1 1/2" 1 1/2"

3'-6"

1 A-402

ALUMINUM END CAPS PROVIDE FLASHING AT BEAM-FASCIA JOINT PROVIDE FLASHING AT PROVIDE FLASHING AT BEAM-FASCIA JOINT FIBER CEMENT JOINT FASCIA BEAM-FASCIA FIBER CEMENT FASCIA

ST ST GUARD RAIL 4'-6" FIN OPENING 1 1/2" 4'-0" 1 1/2" HANDRAIL CLR

3 1/2 "

5 1/4"

3 1/2 "

E 2'-11 3/8"

2 A-304

PL AN D ET A I L - O U T SI D E C O R N ER SCALE: 3" = 1'-0"

PL AN D ET A I L - VER T I C

SEE STRUCTURE FOR 3" = 1'-0" A-304 SCALE:FOOTING & FOUNDATION DETAILS SEE STRUCTURE FOR SEE STRUCTURE FOR FOOTING & FOUNDATION DETAILS FOOTING & FOUNDATION DE

W EST C U R T AI N W AL L AT ST A I R

Pennsylvania Game Commission North Central Regional Offices w/ Public Component Multi-Prime Public Contract

1'-4"

11 1/2" 10'-3

HALL A512 125

133 130

134 131

OFFICE 129 157 SF OFFICE OFFICE 132 129 157 157SF SF

OFFICE 130 156 SF OFFICE OFFICE 133 130 156 156SF SF

OFFICE 131 156 SF OFFICE OFFICE 134 131 156 156 SF SF

A A

A201

GRASS AT VERGES

1 A302

A201

GRASS AT VERGES

HALL 125

133

1'-0"

134

135

122-1

A512

13'-1"

G.5

13'-1"

G.5

13'-1"

G.9

13'-1"

G.9

21'-4" 9'-8" 9'-8"

5.4

B1 13

1'-0"

7.2

A302

A201

PUBL IC W

ING BL

AUX

A201

1 A102

PUBL IC W

EQ EQ

1 A102

SCALE: 1/8" = 1'-0"

M AI N L E VEL P L AN

PUBL IC W

ING

SCALE: 1/8" = 1'-0"

2. SECURITY 1092' CAMERAS, CARD READERS, ETC AS PER SECURITY DRAIWNGS 1. SITE LIGHTING AS PER CIVIL DWGS NOTES: 1. SITE LIGHTING AS PER CIVIL DWGS 2. SECURITY CAMERAS, CARD READERS, ETC 2. SECURITY CAMERAS, CARD READERS, ETC AS PER SECURITY DRAIWNGS AS PER SECURITY DRAIWNGS

J 20'-0"

H 30'-0"

M STANDING SEAM STEEL ROOF SNOW GUARDS - SEE ROOF PLANRECORDS REVISIONS

L 30'-0"

L K

30'-0" 30'-0"

20'-0"

1092'

PTD FIBER CEMENT SIDING, 7" EXP

K 30'-0"

K J

KEY PLAN

32'-4"

3.8

SF-11

T.O.SEAL STL RIDGE 16'-10"

3.8

30'-0"

3.8

9'-8"

T.O. SLAB MAIN EL +0.0 = 1092' 14,794 GROSS SF

4.7

EQ EQ

EQ SF-10 EQ

2 1/4"

EQ 2 1/4"

EQ 19'-3 3/4"

ROUGH OPENING

2 1/4"

ROUGH EQ OPENING EQ 19'-3 3/4"

SF-11

19'-3 3/4" EQ

T.O. STL EAVE 10'-4 1/2"

4.7

PROFESSIONAL'S SIGNATURE

4.7

6" EQ 6"

16'-2 1/2"

A 6"

EQ 12'-9 1/2"

BOARDS

9'-8"

EQ SF-11 16'-2 1/2" EQ

5.4EQ

16'-2 1/2"

12'-9 1/2"

5.4

D.G.S. PROJECT N

D.G.S. PROJECT No.

SCALE: 1/8" = 1'-0"

EQ EQ EQ

C L ER EST O R Y @ EX H I BI T I O 3 N C L ER EST O R Y @ EX H I BI T I O N 6"

A102

2 A102

SCALE: 1/8" = 1'-0"

2 A102

C L ER EST O R Y @ O F F I C E W I N G

A102

SCALE: 1/8" = 1'-0"

METAL CLAD WOOD WINDOWS, TYP U.N.O.

ADHERED STONE VENEER

D.G.S. PROJECT N

PHASENO 1

NORTH CENTRAL REGIONAL OFFICENO VERIFY

0 ONE (1) INCH LONG 1 ON BAR IS ORIGINALTOWNSHIP DRAWING: BENNER IF BAR IS NOT (1) INCH LONG, ADJUST SCALE ACCORDINGLY CENTRE COUNTY, PA

ALL WORK ON THIS DRAWING IS BY THE X CONTRACTOR EXCEPT AS NOTED TO BE BY: X,X, OR X, CONTRACTOR

DRAWN BY

IF BAR IS NOT (1) INCH LONG, ALL WORK ON THIS DRAWING IS BY MAIN LEVEL FLOOR PLANS ADJUST SCALE ACCORDINGLY BOD THE X CONTRACTOR EXCEPT AS

IF BAR IS NOT (1) INCH LONG, ADJUST SCALE ACCORDINGLY

G W/ GALV DOWNSPOUT CAST IRON BOOTS, 5 LOC

VERIFY

N = 1'-0" SCALE: 1/8"

VERIFY A - 0200 - 0058 BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING:

IS ONE (1) INCH LONG ON C L ER EST O R Y @ O F F I C E W GLERESTORY @ OFFICE WINGBAR ORIGINAL 2 INC DRAWING: SCALE: 1/8" = 1'-0"

331 Montgomery Ave, Bala Cynwyd, PA 19004

HARRISBURG, PENNSYLVANIA

ROUGH OPENING

C L ER EST O R Y @ EX H I BI T I O N

CONV

CONSULTANT'S SIGNATURE PROFESSION DATE

CO DEP COMMONWEALTH OF PENNSYLVANIACO DEPARTMENT OF GENERAL SERVICES DEP

5.4

DATE

CONVERSE WINKLER ARCHITECTURE, LLC CONV 1X6 F.C. CORNER

SF-11 9'-8"

SF-10

SCALE: 1/8" = 1'-0"

SEAL

PROFESSION

SF-10

3 A102

SCALE: 1/8" =MAIN 1'-0" NOTES: 1. SITE LIGHTING AS PER CIVIL DWGS T.O. SLAB EL +0.0 = T.O. SLAB MAIN EL +0.0 =

ALUM STOREFRONT

GROSS MAIN14,794 L E VE L PLSF AN

30'-0"

EQ EQ EQ 70'-4" 70'-4"

SF-4

MAIN BLDG BLDG -- UPPER UPPER LEVEL LEVEL

14,794 GROSS SF

30'-0"

1 A102

M AI N L E VEL P L AN NOTES:

20'-0"

SF-4

11'-8"

5.4

C B1

5.4

15'-0"

7 F

4.7

DIRECTOR'S OFFICE 16 A513 14 135 13 DIRECTOR'S 356 SF 15 OFFICE 16 A513 14 135 356 SF 15

OFFICE 134 156 SF OFFICE 134 156 SF

62'-0"

4.7

A201 9'-8"

HALL A512 124

3 A102

21'-4"

21'-4" 122-1

A302

A511 13 HALL 124

4.7

3.8

A201

9'-8"

135

A511 13

11 C 134

2 A302

9'-8"

A512

133

3.8

1'-0" 124 C

3.8

62'-0"

1'-0" 124STAIR 2

A201

1/2 1/2 "/1 "/1 '-0" '-0"

12 A513 10

HALL

132

136

A302

GRASS AT VERGES

12'-0"

T.O. SLAB LOWER LEVEL F -12'-0"

OFFICE OFFICE 132 133 13SF 157 SF 156 DIRECTOR'S OFFICE OFFICE OFFICE A513 16 132 133 14 135 157 SF 156 SF 356 SF 15

EQ EQ

135 1

136

137

LARGE 2 CONFERENCE A302 122 LARGE 530 SF A511 13 CONFERENCE 9 A201 122 12 A513 10 530 SF HALL 9 124 11 C

122-1 125

1 132 A511

137

1'-0" 124

ELEV.

5'-11"A511

131

138

122-2

ELEV STORAGE LOBBY LARGE 123A 121 ELEV CONFERENCE LOBBY 122 DN ELEV. 121SF 530

130

STAIR 2

21'-4"

132 129

HALL 123 STORAGE 123A

5'-11"

138

122-2

21'-4"

139

10'-3 1/2" 12 A513 10

DN 2 STAIR

136

9'-8"

123A

139

HALL 123

2.1

136 172 SF OFFICE 136 172 SF

62'-0"

6" 6"

5 7/8"

STAIR 1 121A

A511

17 19 DN A513 18

2.1

2.1 OFFICE

21'-4"

16'-4" 16'-4"

STAIR 1 121A

17'-6 1/2" 17'-6 1/2"

EQ 5'-4"

5'-4"

16'-4"

5'-6"

5'-4" 5'-4"

5 7/8"

4'-5 7/8 "

5'-6" 5'-4"

122-2

140

123A 137 140

OFFICE 10'-0" 137 157 SF OFFICE 137 157 SF

12'-0" EQ 70'-4"

SF-10

SF-4

EQ EQ EQ

HD GALV STEEL T-COLUMN, 2 LOC. 7 WOOD WEB INFILL AT VERTICALS

SCALE: 1/8" = 1'-0"

HD GALV STEEL COLUMN W/ RAKERS, 2 LOC. WOOD WEB INFILL AT VERTICALS

1/2 "/1 '-0"

SO U T H EL E VAT I O N

1'-4"

15'-0"

11'-8"

15'-0"

11'-8"

1 A201

123

1 20'-2 1/2" A512 1

129

12 A511 12

12'-0"

T.O. SLAB MAIN LEVEL

A A

J 10'-0"

12'-0"

HD GALV COLUMNS W/ WOOD WEB INFILL, 6 LOC SEE A411

A A

A201

G.9 6"

EQ EQ

138 141

OFFICE 10'-0" 139 156 SF OFFICE OFFICE 139136 156172 SF SF

EXT MTL STAIR SEE A451

7.2

A 1'-4"

12'-0"

T.O. STL SHED LOW 12'-8"

11'-8"

CW-2

14'-0 CW-2" RO 13'-1"

12'-0"

10'-0" EQ

T.O. STL SHED HIGH 22'-5 1/2"

14'-0" RO

6" G.5

13'-1"

12'-0"

ALUM STOREFRONT

OFFICE 128 156 SF OFFICE OFFICE 131 128 156 156SF SF

141

19 139 142

10'-0" A

OFFICE WING

CW-2

11'-8"

STANDING SEAM WALL CLADDING (STEEL)

OFFICE 127 156 SF OFFICE OFFICE 130 127 156SF SF 156

A513 18

20'-2 1/2" 2 ELEV. A441

A511

OFFICE 10'-0" 10'-0" 140 157 SF OFFICE OFFICE 137 140 157 SF SF 157

10'-0" A

OFFICE 10'-0" 138 156 SF OFFICE 17 138 156 A513SF18

1'-4"

14'-0" RO

12'-0"

HD GALV ARCH STEEL OUTRIGGER BEAMS, TYP

131 128

OFFICE 10'-0" 10'-0" 141 156 SF A801 OFFICE OFFICE 138 141 156 SF 156 SF

EXT MTL STAIR SEE A451

10'-0" A A

GATHERING COURT

11'-8"

OFFICE 126 OFFICE 156 SF OFFICE 129 126 157 SF 156 SF

GATHERING COURT

130 127

A512 129 126

A511 3 123A

120

A EXT MTL STAIR SEE A451

10'-0" A A

A801

142

143

3140 143 HALL 12 A512

120

B B

GATHERING COURT

1'-4"

3 A513

C 3

128

10'-0" A A

OFFICE 10'-0" 10'-0" 142 156 SF OFFICE OFFICE 139 142 156 156SF SF

A512

5'-11"

127

2 A451

1'-0"

8°

A201

10'-3 1/2"

17'-6 1/4"

126

10'-0" A A

OFFICE 10'-0" 10'-0" A 143 157 SF OFFICE OFFICE 140 143 157 157SF SF

17'-6 1/4" A512 2

2 A441

A511 20'-2 1/2"

120

128

SMALL CONFERENCE BASE CABS 1W / 112 SS CNTRTOP SMALL OFFICE OFFICE 324 SF A513 2 CONFERENCE 127 1 128 4 112 156 SF 156 A513 SF 324 SF A513 2 B

1'-4"

A201

SS CNTRTOP

PUBLIC ENTRANCEC

BASE CABS W / 3 127

A301

7'-3 7/8 " B1

3 PUBLIC A301 ENTRANCE

STONE BENCH BASE BID 43

A201

SEE ORTHOGONAL VIEW FOR ADDITIONAL NOTES

100A

A511

17'-6 1/4" A511 4 3 A511

PUBLICB ENTRANCE

4 A202 A

FIELD ROOM 120 STORAGE 347 SF FIELD ROOM 123A ELEV 120 LOBBY 347 SF 2 121 A441

PRINT / COPY STAIR 1 119 121A 319 SF PRINT / COPY 119 A512 2 319 SF DN

HALL A512 5 118 FIELD ROOM HALL 120 118 347 SF

A512 2

111

141 144

2 A451

9'-8"

STONE BENCH BASE BID 43

A301

5 A201

A513

A512 5 3

MENS RR 115 115

A 10'-0" A

144

142

A511

A202

A 10'-0" A

9 STAFF ENTRY A511 145 9

114

145

OFFICE 10'-0" 10'-0" A 144 113-2 A801 157 SF OFFICE OFFICE OFFICE 142 11 141 144 A511 156ENTRY SF 156 157SF SF STAFF 145

143

1'-0"

2 A451

A202 4

10 145 10'-0" A511 11 10

30° 113-1

M 1'-0"

32'-4"

1'-0"

100A

1 A411

STONE BENCH BASE BID 43

SIDEW ALK

110A

HALL 114

1'-0"

9'-8"

CONC

SIDEW ALK GRASS AT VERGES

GRASS AT VERGES

OFFICE 7'-3 7/8 126" 156 SF

STAIR 3

408 SF113-1

32'-4" 30'-0"

9'-8"

CONC

9" SIDE WALK

15 R DN

112'-4"

32'-4"

REAR PORCH

113-2

30'-0"

30'-0" 30'-0"

16'-4"

CONC SF-3

1 A411

A512 12 11 110 13 10 110A A512 126 12

1 A462

STAIR 3

A511 2 110 11 CORRIDOR

111

11'-8 3/4"

1'-4"

SF-2

CORRIDOR 111

111

1 A461 15 R DN

30° HALL A512

319 SF

1 A462

REAR PORCH

MENS RR PRINT / COPY 115 119

HALL 118

103

1'-4"

SF-1

GRASS AT VERGES

G.N. TOILET 104

WOMENS RR 116

1 A461

16'-4"

107 103

MENS TOILET MERCHANDISE 107 107N.I.C. DISPLAY, MENS TOILET 107

CONC SIDEWALK

1 A411

104

A511

115

WOMENS RR 116 116

A512 5

MENS RR 1 A432 115

LOBBY 101 MERCHANDISE 290 SF 105 103 LOBBY 106 LOBBY G.N. TOILET DISPLAY, N.I.C. 101 101 RECEPTION 104 104 MERCHANDISE 290 SF 290 SF 110 CORRIDOR 111 DISPLAY, N.I.C. HALL 111 62 SF 4 RECEPTION RECEPTION 103 2 11 110 110 110 RECEPTION A511 SF-1 HALL 62 SF 62 SF STORAGE 10 A512 3 103 SF-2 110A 12 RECEPTION RECEPTION SF-1 13 SF-3 9" STORAGE STORAGE 110A BASE CABS W / SF-2 110A 110A 100B SS CNTRTOP SMALL SF-3 9" VESTIBULE CONFERENCE 1 100 100B 100B 112 100A 324 SF VESTIBULE VESTIBULE A513 2 7'-3 7/8 100 100 4

106

HALL 103

CONC SIDEWALK CONC SIDEWALK

105

115

WOMENS RR

BASE CABS 116 W / SS CNTRTOP & SINK

1 A432

117

1 A432

8°

MENS TOILET 107

JAN CL 105

A511 11

JAN CL 7 8 STAFF ENTRY 117 7 A511 145117 8 JAN CL 6 116 117 9 7 144 A511

112'-4"

10'-0"

112'-4"

L K

30'-0"

LINE OF ROOF OVERHANG ABOVE

BREAK RM

8°

107

CLASSROOM STORAGE 109 CLASSROOM 369 SF STORAGE 105 109 G.N. TOILET 104 369 SF 104

2 116 BASE CABS WA301 / SS CNTRTOP & SINK

114

8'-0"

JAN CL 105

106

105

WOMENS A301 TOILET 106 WOMENS BASE CABS W / SS TOILET CNTRTOP & SINK 106

JAN CL 117 7

2 A301

1 A462

6 A202

K J

10'-0"

30'-0" 10'-0" LINE OF ROOF OVERHANG ABOVE

W / RANGE EXHAUST HOOD. ALL 8 113 OTHER EQUIP A513 BY CLIENT AGENCY OFFICE 6 OFFICE 408 SF 5 144 143RM BREAK 7 8157 SF 113 157 SF A513 6

KITCHEN BASE CAB W / SS TOP WALL CAB. W / RANGE EXHAUST HOOD. ALL OTHER BY CLIENT AGENCY KITCHENEQUIP 10'-0"W5/ASS TOP WALL CAB. 10'-0" A BASE CAB

113-2

BREAK RM 113 408 SF EXHIBITION 102 685 SF 113-1 8 EXHIBITION 102 A511 30° 685 SF HALL 114 6

A513

117

EXHIBITION 102 685JAN SF CL

1 A431

109

GRAVEL

10'-0"

STAIR 3

145

1'-4"

35'-8"

12'-0"

11'-8"

109

GRAVEL

12'-3 12'-3 1/4" 1/4"

12'-3 1/4"

1 KITCHEN BASE CAB W / SS TOP WALL CAB. A421 W / RANGE EXHAUST HOOD. ALL OTHER EQUIP BY CLIENT AGENCY 5

A202

15°

15 R DN

1 A421

1 A431

108A

WOMENS TOILET 106

STORAGE 109 369 SF

1.4

3007 SF CLASSROOM 108 3007 SF

CLASSROOM 108 3007 SF

1'-4"

1 A461

REAR PORCH

G.1 15°

114

1.4

11'-8 11'-8 3/4" 3/4"

5'-6"

A501

3 10'-0" A202

1.4

108A

CONC SIDEWALK GRAVEL 1 A431 CONC SIDEWALK

7CLASSROOM

GRAVEL

8'-0"

A202

A202 GRAVEL

11'-8"

10'-0"

4'-5 7/8 "

12'-0" 12'-0"

35'-8"

8'-0"

109

A301

15° A202

A301

1 CLASSROOM A421 108

A501 2 1 3 A501 2

1 4

71'-4"

5 108A

LINE OF ROOF OVERHANG ABOVE

12'-0"

CONC SIDEWALK

SF-5

A202

A301

12'-0"

71'-4"

12'-0"

71'-4"

SF-6 1'-4"

1'-4"

3 15'-0 A202"

GRAVEL

A202

SF-5

15'-0"

G.1A202

SF-5

A202

G.1

17'-6 1/2"

12'-0"

35'-8" 35'-8"

SF-6

2 SF-6

A201 15'-0"

SF-7

24'-0"

GRAVEL

A201 A201

SF-7

SF-8

2 A201

24'-0"

SF-8

24'-0 SF-9 "

12'-0"

A201

SF-7

60'-0"

5'-4"

108B

60'-0" 12'-0"

12'-0"

SF-9

SF-8

16'-4"

12'-0"

SF-9

12'-0"

12'-0" 60'-0"

KEYNOTES

1'-4"

108B

12'-0"

35'-8"

12'-0"

4'-5 7/8 "

1'-4" 1'-4"

3 GRAVEL

12'-0"

35'-8"

CONC12'-0 " SIDEWALK

11'-8"

108B

12'-0"

CONC SIDEWALK

A202

12'-0"

CONC SIDEWALK

12'-0"

A201

11'-8"

1'-4"

114

12'-0"

Site: State Game Lands No. 333, Benner Township PA Building Area: +/- 5,300 SF Client: DGS - Pennsylvania Game Commission Revit, Hand Responsibilities: -Schematic design, design development, interim cost estimate submissions documentation, project planning w/ licensed architect 1 -Meeting Minutes for bi-weekly design coordination meetings & client meetings 2 -Create Revit model, manage development & coordination w/ engineers -3D visualization- Design views interior & exterior to inform spatial 3 decision making -Design interior partition types & layout, ref metal stud sizing chart 4 -Write new Revit .pat drafting & model material patterns -Product research & detailing (exposed CLT roof deck interior & exterior, 5 HM doors & borrowed lites, fixed/awning/casement & storefront windows, curtainwalls) 6

DRAWN BY

BOD CHECKED BY

PDC

X,X, OR DATE NOTED TO BE BY: DRAWNING No. X,

AS NOTED

CHECKED DRAWN BYBY

A102

ALL WORKCONTRACTOR ON THIS DRAWING IS BY 08/05/2024 THE X CONTRACTOR EXCEPT AS SCALENOTED TO BE BY: X,X, OR X, CONTRACTOR

PDC BOD

CHECKED BY

PDC

5 A201

HD GALV ARCH STEEL OUTRIGGER BEAMS, TYP

SEE ORTHOGONAL VIEW FOR ADDITIONAL NOTES

STANDING SEAM WALL CLADDING (STEEL)

I 10'-0"

ALUM STOREFRONT

10'-0"

30'-0"

T.O. STL SHED HIGH

30'-0"

ALUM STOREFRONT

22'-5 1/2"

NOTE:

1. ALL

32'-4"

STANDING SEAM STEEL ROOF

PTD FIBER CEMENT SIDING, 7" EXP

SNOW GUARDS - SEE ROOF PLAN

NOTES: 1. ALL GLAZIN

T.O. STL RIDGE 16'-10"

T.O. STL SHED LOW 12'-8"

SF-10

SF-11

T.O. STL EAVE 10'-4 1/2"

HD GALV COLUMNS W/ WOOD WEB INFILL, 6 LOC SEE A411

1X6 F.C. CORNER BOARDS

T.O. SLAB MAIN LEVEL

1 A201

HD GALV STEEL COLUMN W/ RAKERS, 2 LOC. WOOD WEB INFILL AT VERTICALS

SO U T H EL E VAT I O N

HD GALV STEEL T-COLUMN, 2 LOC. WOOD WEB INFILL AT VERTICALS

SCALE: 1/8" = 1'-0"

T.O. SLAB LOWER LEVEL

-12'-0"

GALV DOWNSPOUT W/ CAST IRON BOOTS, 5 LOC

B 12'-0"

C 12'-0"

12'-0"

15'-0"

ALUM STOREFRONT W/ VENT WINDOWS

T.O. STL SHED HIGH 22'-5 1/2"

G.1 1'-4"

G.5

G.9

13'-1"

ALUM CURTAINWALL

CW-1

SF-10

BALLISTIC GLAZING, THESE UNITS

LINEAR UPLIGHT @ STL CANOPY FRAMING

SEE A411 FOR CANOPY & BENCHES

T.O. STL SHED LOW 12'-8"

D 12'-0"

T.O. STL RIDGE 16'-10"

PTD FC SIDING

T.O. STL

T.O. STL EAVE 10'-4 1/2"

13'-1"

SF-1

SF-2

SF-3 B1

T.O. SLAB MAIN LEVEL 0"

100A

STONE-FACED BENCHES, BASE BID 3 SEE SHEET A411

ADH STONE VENEER AT WALL

5 A201

ADHERED STONE VENEER

METAL CLAD WOOD WINDOWS, TYP U.N.O.

STEEL STANDING SEAM CLADDING @ VESTIBULE

7/A201

STONE-FACED BENCHES, BASE BID 3 SEE SHEET A411

SO U T H E L EVAT I O N L O O K I N G N O R T H E AST

7 A201

SCALE: 1/8" = 1'-0"

SI D E EL EVA T I O N - O F F I C E W I N G SCALE: 1/8" = 1'-0"

71'-4"

2 11'-8"

3 12'-0"

12'-0"

5 12'-0"

7 11'-8"

7.2

12'-3 1/4"

FLAGPOLE(S) BB 1 - 1 POLE BB 3 - 1 (ADDL) POLE

LOUVERED VENTS

T.O. STL SHED HIGH 22'-5 1/2"

SNOW GUARD

2'-0" 108B

SCALE: 1/8" = 1'-0"

3.8

2.1 ALUM STOREFRONT BEYOND FIXED LANCET WINDOWS

STANDING SEAM STEEL WALL CLADDING BEYOND

PUB LIC W

GALV DOWNSPOUT

T.O. STL EAVE 10'-4 1/2"

T.O. SLAB MAIN LEVEL

STONE BENCH, SEE SOUTH ELEV BB 1- PTD SIGNAGE BB 3- DIMENSIONAL LETTERING W/ LED BACKLIGHT

B 124

PTD FC SIDING

T.O. SLAB LOWER LEVEL

-12'-0"

ING

MAIN

108A

GALV DOWNSPOUTS W/ C.I. BOOTS, 8 LOC

W EST EL E VAT I O N

B 9'-0"

T.O. SLAB MAIN LEVEL

8'-0"

9'-1"

4 A201

4.7

T.O. STL RIDGE 16'-10"

T.O. STL EAVE 10'-4 1/2"

5.4

T.O. STL SHED HIGH 22'-5 1/2"

SNOW GUARD

9'-0"

T.O. STL SHED LOW 12'-8"

6 12'-0"

009B

009A

STAFF PARKING BEYOND

Ardmore Transit Center ADA Compliant Station Renovations Multi-Prime Public Contract (Completed Apr 2026)

Site: 675 Station Rd, Ardmore PA Building Area: +/- 8,500 SF Client: SEPTA Regional Rail Division Revit 2019, Enscape, Adobe Photoshop, Hand Responsibilities: -Create final exterior perspective & elevation renderings for project -Design revisions for outbound elevator tower- CIP w/ reveals in lieu of precast panels w/ veneer brick, tower relocations, platform canopy, windscreens, site stairs and stair canopy -Manage Revit model development & coordination w/ structural & MEP engineers- Platform & stair canopy HSS framing, Drainage routes through platform -Adapt manufacturers’ details to site-specific conditions -CA Site inspections, document construction progress -Design & document masonry mock-up -CD Revisions to building elevations, platform & roof plans, cast stone details

P14

P13

P12

P11

P10

_____________________

A 1 - 3 04

3 A 1 - 3 21

_____________________

A 1 - 2 11

_____________________

A 1 - 3 04

T . O . P E S 1 C I P P EA K 3 89 '- 6"

2 / A1-209

2 / A1-208 4 A 1 - 5 04

_____________________

A 1 - 3 04 T . O . O U T B O U N D S T EE L 3 75' - 7 5 / 8 " 1 0. 05

3. 22 3. 21

5. 01

3. 22

4. 07

1 0. 02

3. 21

1 2

1 0. 02

3. 22

11 D

1 0. 03 T UN NE L TO INB OU ND

12 E 4. 07

1 0. 05

1 0. 04

4. 02 2. 06

STAI R 2 SEE SH EET A1- 412

2 / A1-209

N O R T H EL E V A T I O N 1 A1 - 2 05 S C A L E : 1 / 8 " = 1 ' - 0 "

( K I M C O A L L EY )

E X I S T IN G L IG HT P OL E T O R EM A I N . P R O T E C T D U R I N G C O N S T R U C T I O N . S EE E L EC T R I C A L D R A W I N G S F O R A D D IT IO NA L I NF OR M A T ION .

E X IS T ING W A L L T O R E M A IN

1 0. 04

1 0. 04 4. 02

1 6. 27

1 6. 26

PE S1

4. 02 7. 02 2. 09

4. 09

2. 09

7. 25

O . B . T U N N EL E N T R A N C E 3 48' - 3 1 / 2 "

4. 07

4. 09

2. 09

4. 02

4. 07

STAIR 1 SEE SHEET A1-411

2 / A1-208

G E NE R A L N OT E S :

A -A

B R IC K S O L D IE R

S EA L A N T J O I N T

_____________________

A 1 - 3 04

7 5 /8 "

_____________________

A 1 - 2 11

_____________________

A 1 - 3 04

W EEP

E ND D A M

1 ' -4 3 / 8 "

P10

3 A 1 - 3 21

5 1/ 2 "

F A C E B R IC K

S T S T D R IP E D G E

C A S T S T O NE S IL L

A D J B R IC K T IE C A S T S T O NE W A T E R T A B L E AI R G A P

S I LL A NC H OR

R I G ID I NS UL A T IO N A I R B A R R I ER M E M B R A N E

F L A S H ING M E M B R A N E C O P P E R F L A S HIN G S T S T D R IP E D G E

2 ' -0 "

2 / A1-208 1

1/ 2 "

C O P P E R F L A S HIN G

T . O . P E S 1 C I P P EA K 3 89 '- 6"

4 A 1 - 5 04

2 7/ 8 " 3 5/ 8 "

S T L S HE L F A NG L E F L A S H ING M E M B R A N E

1 ' -1 1 5 / 8 "

3' -11 5/8"

A I R B A R R IE R M E M B R A NE

_____________________

E X T G R A D E P L YW O O D

2 ' -0 "

B -B

W E EP B E Y O N D M OR T A R C O P P ER F L A S H I N G

S S D R IP E D G E 2 X 6 WO OD S T UD S

8 3 /4 "

A 1 - 3 04 T . O . O U T B O U N D S T EE L 3 75' - 7 5 / 8 "

C IP C O NC B A S E M OC K UP B A S E

W EEP

4. 07

3. 21

ELE VATI ON

1 0. 02

SECTI O N S

A- A

3. 22

3 / 4 " = 1 ' -0 "

11 D

1/2"

C O N C E A L E D H EM M E D S S D R IP E D G E F L A S HIN G

4. 02

1 6. 27

PE S1

2. 09

7. 25

4. 07

4. 02

C A S T S T O NE C O P IN G

2. 09

2 T . O . P E S 1 C I P P EA K

S T A N D I N G S EA M M T L R O O F

3 89 '- 6"

1 6. 26

S TA I R 1 S E E S H E E T A1-411

S FOR T ION .

_____________________

T . O . P E S 1 C I P P EA K 3 89 '- 6"

S IM

A 1 - 4 01

A 1 - 3 12

_____________________

S IM

A 1 - 3 12

2 / A1-208

11 A 1 - 3 15 C A S T S T O NE C O P IN G

M E T A L P A NE L R O OF

_____________________

A 1 - 3 23

T . O . P E S 1 C I P P EA K 3 89 '- 6"

C A S T S T O NE C O P IN G

_____________________

T .O . PES 1 C I P W AL L 3 86' - 3 1 / 2 "

C A S T S T O NE

10 A 1 - 3 22

T .O . PES 1 C I P W AL L 3 86' - 3 1 / 2 "

SK-24 05/20/24

3 48' - 3 1 / 2 "

4. 07

4. 09

11"

1 0. 04

4. 09

11"

E X IS T ING W A L L T O R E M A IN

3" =1 '- 0"

ARDMORE TRANSIT CENTER MASONRY MOCK UP CONVERSE WINKLER ARCHITECTURE O . B . T U N N EL E N T R A N C E

4. 02 7. 02

2. 06

S EA L A N T O R M A S T I C S EA L F L A S H I N G T O C IP C O NC B A S E

C - F LASHI NG @ BASE

1 0. 03 T UN NE L TO INB OU ND

12 E

TO U R IN G

C O P P ER F L A S H I N G

S E A L A NT O R M A S T IC S E A L F LA S H ING TO D R I P E D G E

1 0. 04

B -B

3 / 4 " = 1 ' -0 "

1' - 9 "

4' - 1 "

S IM

A 1 - 3 23

_____________________

A 1 - 3 23

A L U M INU M L O UV E R

G E NE R A L N OT E S :

5 ' -0 "

4' - 1 "

C ON C RO

5 ' -2 "

_____________________

A 1 - 3 23

1 . S E E A 1 -9 0 0 S E R IE S D R A W IN G S F OR S I G NA G E G R A P H IC S , D ET A I L S , A N D M O U N T I N G H E I G H T S 2 . S E E P L UM B ING D R A WI NG S F O R C A S T IR ON B O OT S A T P LA T F O R M 1" 1" 1" L E V EL A N D A L L U N D E R P L A T F O R M P I P I N G F O R D O W N S P O U T S 2' -10 1/2" 1' - 7 " 2' -10 1/2" 1' - 4 " S HO W N. 10 ' - 4 " 3 . S E E C IV I L D R A WI NG S F O R C A S T I R O N B OOT S A T G R A D E L E V E L 4 . P R O V I D E G R A F F I T I R E S I S T A N T C O A T I N G O N A L L U N P A I N T ED V E R T IC A L S U R F A C E S INC L U D IN G M A S O NR Y , P R E C A S T C ON C R E T E , C A S T I N P L A C E C O N C R ET E , A N D C A S T S T O N E .

ST ST DS P 10

A 1 - 3 23

1' - 4 "

2' - 8 "

1' - 7 "

2' - 8 "

1' - 4 "

_____________________

L IG H T F IX T U R E B Y EC

PRECAST PLATFORM FLUTE RELIEF PATTERN

4. 02

THIN STONE VENEER ON CMU BACK UP

4. 07

CLEAN, REPAIR, AND REPOINT EXISTING MASONRY W A LL

4. 09

STONE VENEER ON EXISTING BRICK BACK UP

5. 01

STEEL GUARD RAIL P-11

5. 03

STEEL GUTTER BOX P-10

7. 02

4" DIAMETER PAINTED STAINLESS STEEL DOWNSPOUT P- 10

26/2023 5:04:04 PM

W E S T E L EV A T I O N 2 A1 - 2 05 S C A L E : 1 / 8 " = 1 ' - 0 " O U T BO U N D S O U T H 1 A1 - 3 21 S C A L E : 3 / 8 " = 1 ' - 0 "

E L EV A T I O N

6 ' -1 1 3 / 8 "

7 ' -6 5 / 8 "

L IG H T F IX T UR E SEE EL EC .

14 . 68 SF OP E NIN G

9 ' -6 "

C ONC RE T E O PE N I NG

W I N DOW RO

4 ' -8 1 / 4 "

4 ' -0 1 / 4 "

R OUG H T E X T U R E : LI X 2/ 10T 5 ING IRNECKE IS E UP HR A T

7. 25

ST ST LINTEL WEEP

10. 02

GUARDRAIL MOUNTED SIGN. SEE SIGNAGE DRAWINGS.

10. 03

ENW TRAIN E S. SUSPENDED SIGN. SEE SIGNOA.BG. ETUNNDELRA NCG

10. 04

WALL MOUNTED SIGN. SEE SIGNAGE DRAWINGS.

10. 05

GROUND MOUNTED SIGN. SEE SIGNAGE DRAWINGS.

16.04

PENDANT LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS.

16. 26

C&S JUNCTION BOXES FLUSH WITH FACE OF NEW W A LL

16. 27

C&S CASE ON CONCRETE PAD. SEE CIVIL.

OUTBOUFN FED .01EAST 2 A1 - 3 21 S C A L E : 3 / 8 " = 1 ' - 0 "

9 ' -6 "

3 1/2"

PES 1

1 " R EV E A L P C C L OS U R E P A NE L , S E E S T R U C T J OI NT W / S E A L A NT

S M O O T H T EX T U R E: R EC K L I 2 / 8 1 P L A F O N D

3' - 8 3 / 4 " RO

C IP B E A M , S E E S T R UC T UR A L

EL EVAT O R C AB R A I L B E YO N D S T S T D S , P 10

12 E C A B W IN D OW

BRICK WALL

2 X 8 W OO D D E C K I NG

C A S T S T O NE S IL L R O UG H T E X T UR E : R E C K LI 2 / 1 0 5 E UP H R A T

C A S T IR ON B OOT P - 1 0 S EE C I V I L

B O OT B Y G C , S E E C IV IL

PES 1 O . B . T U N N EL E N T R A N C E 3 48' - 3 1 / 2 "

3 48' - 3 1 / 2 "

E AATYIM OENNT TECHNOLOGY (NPT) DEVICE. SEE 3 NL EE WVP

C A S T IR ON B OOT P - 1 0 S EE P L U M B I N G

P IP IN G S E E P LU M B IN G

AL I G N

3 ' -6 "

C O LL E C T O R D R A I N

3' -8 3/4"

2 ' -1 0 "

W A T E R P R OOF IN G A N D D R A INA G E B OA R D

E X I S T IN G R E T A I NIN G W A L L B LE N D C M U A ND S T ON E V E NE E R WI TH E X I S T IN G S T O NE F O R UNI F O R M F I NIS H

F L U T ES , S E E S T R UC T U R A L

8 ' -4 "

C A B W IN D OW

4. 02

E L EV A T O R D O OR & F R AM E, S EE 8/ A1- 40 1

C R -1 3

1 0/A 1- 32 3 S IM IL A R 3 1/2"

8 ' -4 "

S E E S TR UC T PRE C AST CONCRETE PLATFORM INFILL PANEL

3. 22

7 ' -7 3 / 8 "

C AST C O NI CRBO EAN M, BOOT. SEE CIVIL DRAWINGS. P-10

3. 21

S M O OT H TE X T UR E

ST S T D S, P1 0

S T S T D S , P 10

2 ' -3 "

2. 09

LANDSCAPING, SEE LANDSCAPE DRAWINGS AND SPECIFICATIONS

1 0. 04

A 1 - 3 11

S TA IR 1

4' - 6 "

_____________________

P LA T F O R M S IL L P E S 1 3 63' - 5 1 / 8 "

2. 06

3 ' -1 1 "

2 A 1 - 3 04

2. 03

L IG H T F IX T U R E S EE E L E C .

29 .3 2 SF OP E NIN G

P LA T F O R M S IL L P E S 1 36G 3'-5P1L /A 8"TFORMS EXISTIN

LANDSCAPING WHERE W E RE REMOVED. SEE CIVIL AND LANDSCAPE DRAWINGS

3 ' -5 "

R A IN W A T E R P IP I NG S EE P L U M B I N G

4. 07

10 A 1 - 3 23

AL I G N

11 D

2. 03

F F E. 01

1 6. 04

1' - 4 "

S T L F R A M IN G I N P R O G R ES S

A 1 - 3 23

9 ' -6 "

T . O . O U T B O U N D S T EE L 3 75' - 7 5 / 8 "

P LA T F O R M S IL L P E S 1 3 63' - 5 1 / 8 "

VI F

1" 2' -10 1/2"

10'-0"

1' - 4 "

A 1 - 3 11

4' - 1 0 1 / 2 "

1" 1' - 7 " 10 ' - 4 "

A 1 - 3 11

K e y n o t e Le g e n d

E X I S T IN G B U IL D IN G

1" 2' -10 1/2"

3 8 ' -0 "

S IM

8 ' -0 1 / 4 "

_____________________

5. 03

1' - 4 "

C I P R E V EA L J OIN T B E Y ON D R O OF

A L U M INU M P A NE L W A L L

_____________________

C ONC RE T E O PE N I NG

3 1/2"

10 A 1 - 3 23

W I N DOW RO

1' - 4 "

5 . P R O V I D E M A S O NR Y R E P A IR A T E X I S T ING S T ON E W A L L A T O U T B O U N D S T A T I O N A S P ER S P E C I F I C A T I O N S F O R T H E F OL L OW IN G A P P R OX IM A T E Q UA N T IT IE S : A . S T ON E R E M OV A L & R E P L A C E M E NT : 5 % OF E X P OS E D E X I S T IN G S T O NE 3 1/2" B . P A R T I A L S T O N E R E M O V A L & R EP L A C E M E N T : 5 % O F E X P O S ED E X IS T ING S T ON E C . S T O N E F R A G M EN T R E P A I R : 5 % O F E X P O S E D E X I S T I N G S T O N E D . C R A C K R E P A IR : 5 0 L IN E A R F E E T G U AR D R A IL E. REPOINTING: 60% OF EXPOSED EXISTING STONE 1"

A 1 - 3 11

1" 2' - 8 "

1 6 ' -9 3 / 8 "

9 A 1 - 3 23

_____________________

1" 1' - 7 "

_____________________

8 ' -8 1 / 4 "

S EE 4 / A 1 - 3 2 1 F O R E L E V A T I ON

1" 2' - 8 "

9' - 1 1 "

5 ' -1 1 / 8 "

A 1 - 3 11

T .O . PES 1 C I P W AL L 3 86' - 3 1 / 2 "

1" 1' - 4 "

T . O . P E S 1 C I P P EA K 3 89 '- 6"

5 ' -7 1 / 4 "

1 A 1 - 3 15

1" 1' - 4 "

9' - 1 1 "

2 ' -1 0 "

1 4 ' -1 0 1 / 8 "

A 1 - 3 23

_____________________

E L E V A TO R D OO R A N D F R A M E, S E E E L E V A TO R D R A WI NG S C O NC F D N WA L L & F O O T I N G , S EE S TR UC T D WG S

O U T B O U N D N O R T H E L EV A T I O N

ELECTRICAL DRAWINGS FOR POWER AND DATA. A1-321 SCALE:

3 /8 " = 1' - 0"

4' - 6 "

W E EP S I N C I P W A L L S EE S T R U C T U R E W A T E R P R O OF ING A ND D R A INA G E B O A R D C O L L E C T OR D R A IN

O U T BO U N D W ES T 4 A1 - 3 21 S C A L E : 3 / 8 " = 1 ' - 0 "

E L EV A T I O N ISSUE

LINE

SECTION A-A LOOKING EAST

0’

25’

50’

100’

42nd St Pumping Station New Station Building & Expansion Multi-Prime Public Contract

Site: 3205 Skippack Pike, Lansdale PA Building Area: +/- 8,500 SF Client: Philadelphia Water Department Revit, Rhino, Autodesk Viewer Responsibilities: -Document 100% construction set -Construction detailing all conditions -3D Autodesk Viewer model for coordination & client review -Rhino site model, rendered axon & site SPRUCE HILL section for sightline clarification NEIGHBORHOOD PARKING LOT CAMPUS FACILITIES BLDG 850 S 43RD ST -Coordinate engineering revit models & clash diagrams -Code review

O. BLDG: 69’ - 0”

WOODLANDS CEMETARY

ST JOSEPH’S UNIVERSITY A-A

WOODLANDS MANSION

42ND ST PUMP STATION

A-A

KEY PLAN

SITE LINE 71’ - 6”

SITE LINE T.O. BLDG: 69’ - 0”

WOODLANDS MANSION EL+ 66’ - 6”

FOOTPATH

42ND ST PUMP STATION EL+ 15’ - 6”

SECTION A-A LOOKING EAST

0’

25’

50’

100’

CAMPUS FACILITIES BLDG 850 S 43RD ST

PARKING LOT

SPRUCE HILL NEIGHBORHOOD

L1 15.50'

SEWER 13.25'

43RD STREET

SITE SECTION LOOKING EAST

C S

LIGHT BOLLARDS, SEE C, E SERIES DWGS

SCALE: 1/16" = 1'-0"

LI S

5.13

A12 5.14 23.03 5.15

101-3

22.04

8.01 EQ

8.08 1

I 1

7' - 8"

1' - 6"

11' - 6"

9" 1' - 7"

2' - 4"

OH DOOR ROUGH OPNG

2' - 8" 6" 9' - 10"

CRASH RAIL TYP

23.04 L1

15.50'

UP 5.31 3

23.03

R.O.

8.08PAD & FENCE SWITCH 12' - 0"

8.08 H5

5.14

43RD STREET

5' - 3"

26.02

5.30

MILL CREEK INTERCEPTOR

SITE SECTION LOOKING NORTHEAST 5.20

SCALE: 1/16" = 1'-0"

MILL CREEK INTERCEPTOR

JUNCTION CHAMBER, SEE SHEETS A27, A28

TOG 68.83'

3.01 3.13

9 1/2"

8' - 0"

NOTES: 1. SIMALL EXPOSED EXTERIOR CONCRETE SURFACES ABOVE GRADE TO RECEIVE ANTIGRAFFITI COATING. ALL EXTERIOR DOORS AND FRAMES, INTERIOR AND EXTERIOR TO BE 316 STAINLESSSTEEL, MIN. 14GA. 3. ALL FLOOR HATCHES TO BE 316 STAINLESS-STEEL WHEN POSSIBLE. 4 4. MOTORIZED OVERHEAD COIL DOOR TO BE 316 STAINLESS-STEEL. 5. ALL GLAZING INCLUDING DOOR AND WINDOW SYSTEMS TO BE INSULATED, A2 TEMPERED AND LAMINATED. 6. ALL STRUCTURAL STEEL TO BE GALVANIZED AND PAINTED, CUSTOM COLOR. 7. STAIRS: METAL PAN STAIR, CONCRETE FILL WITH CAST ALUM NOSING & CLOSED RISERS. ALL STAIR COMPONENTS TO BE POWDER-COATED EXCEPT FOR HANDRAIL 8. ALL HAND RAILINGS AND GUARD RAILINGS TO BE 316 STAINLESS STEEL.

3' - 2 1/2"

2 ________ A10 2.

R1 55.50'

5.22

5.29

FUEL FILL W/ FENCE, SEE SHEET A2

1' - 11"

12' - 0"

8.08

L2 28.83'

T.O. JUNCTION CHAMBER SLAB 14' - 23.25' 0"

SCALE

14' - 0"

7' - 8"

EXIST BLDG 850 S 43RD ST

LEA RY S SOUTHWEST MAIN GRAVITY INTERCEPTOR

MILL CREEK INTERCEPTOR

EXIST MECH LOT 850 S 43RD ST

6' - 5"

56' - 2"

JUNCT CHAMBER4 ENTRANCE 14.75'

3,988 GSF

3.10 FUEL FILL & SWITCH

A11

35.79'

L1 15.50'

L3 42.17'

4' - 6" R.O.

SEE S SERIES DWGS CHAMBER REAR

FIRST FLOOR PLAN (EL. 19.50')

SCALE: 3/16" = 1'-0"

5.05

STREET LIGHTS, SEE C, S, E SERIES DWGS

26.01

+/- 11' - 4" ROUGH OPENING T.O. JUNCTION 3' - 1 1/2"

3.07

A13

6' - 5"

L2 28.83'

SEE P DWGS FOR GAS PIPING

5' - 8"

1' - 8" 1' - 6"

1' - 1"

6' - 5"

A10

FUEL FILL PAD & FENCE

5.10

5.31

A11

A25

+/- 4' - 3" R.O.

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

SIM

2 ________

5' - 0"

SEE S DWGS

3.15

5 ________

+/- 4' - 3" R.O.

LANDING BELOW

8.06

OPEN

L3 42.17'

SEE S DWGS

3.01

OPEN

ers\bodonnell\OneDrive - Converse Winkler Architecture\Documents\01875.08-PS_CWA_A_bodonnellETBN9.rvt

7' - 10" OPNG

22.06

1' - 8"

OPNG

4' - 4"

11' - 4"

22.02

3' - 6"

3' - 2"

5' - 8"

8.09

A14

101-1

11' - 5"

50' - 0"

51' - 10"

16' - 2"

R1 55.50'

2' - 8"

5.14

H3A 5.16

2' - 5"

TOG 68.83'

3.09

LIGHT BOLLARDS, SEE C, E SERIES DWGS

3.06

43RD STREET

SITE SECTION LOOKING SOUTHEAST 43RD ST

3 ________ A10

SCALE: 1/16" = 1'-0"

SIM

SEE E SERIES DWGS FOR UNDERGROUND ELEC CONDUIT

TR EE

ARCHITECTURAL SITE PLAN

SCALE: 1" = 30'-0"

MILL CREEK INTERCEPTOR NO.

DATE

APPD

SEE E SERIES DWGS FOR UNDERGROUND ELEC CONDUIT

SITE SECTION LOOKING SOUTHEAST

(2) M3x2.9 POST

M3x2.9 POST

SCALE

(2) L 1.25x1.25x3/16

AS NOTED

DESCRIPTION

SCALE

PHILADELPHIA WATER DEPARTMENT

L 1.5X1.5x3/16

PHILA PHILA

REP 42ND

23.10

SITE SECTION LOOKING EAST

SCALE: 1/16" = 1'-0"

42.17'

ET RE ST

PUMP RM 101

26.02

3' - 0"

5.21

GATES

E KM AN

20' - 0" CRASH RAIL

43RD STREET

FUEL FILL & SWITCH FENCE

SCALE: NTS 1/4" = 1'-0"

B EM

3' - 2"

23.05

ND 42

LINE OF FLR OPNG

12' - 0" CRASH RAIL

CONSTRUCTION KEYNOTES L3

D DE

L1 15.50'

3.15

JUNCTION CHAMBER, SEE SHEETS A27, A28

T.O. JUNCTION 3.01 CHAMBER REAR 3.02 35.79'

A10

15' - 6"

2' - 4"

9.06 A11

L2 28.83'

SIM

2 ________ R1 55.50'

W IST EX

64' - 6"

7' - 2"

A24

A12

9.06

L3 42.17' OPEN

TOG 68.83'

CORNER POST

STREET LIGHTS, SEE C, E SERIES DWGS JUNCTION CHAMBER, SEE A26, A27, M SERIES DWGS

REPLANTING AREA, SEE L DWGS

GENERAL

AM T RIG RAK / S HT OF EPTA WA Y

5.30

SOUTHWEST MAIN GRAVITY INTERCEPTOR

MILL CREEK INTERCEPTOR

SOUTH W ES T INTER MAIN GR AVITY CEPT OR

OPEN

22.02

CLEAR

SITE SECTION LOOKING NORTHEAST

SCALE: 1/16" = 1'-0"

TEMPORARY ROAD

A24

1' - 11" TYP

23.04 5.10

1 ________

9' - 0"

3.04

R1 55.50'

JUNCT CHAMBER ENTRANCE 14.75' SEWER 13.25'

MILL CREEK INTERCEPTOR

NE LI

11 1/2"

3 1/2"

1 A24

43RD STREET

36" REINF CIP CONC WALL, SEE S DWGS FUEL FILL 18" REINF CIP CONC WALL, SEE S DWGS & SWITCH 3.03 CONC PAD FOR ELEC EQUIPMENT, SEE C, S, E SERIES DWGS L2 3.04 24" REINF CONC SLAB, SEE S DWGS T.O. JUNCTION 28.83' 2 CHAMBER SLAB 3.05 8" CONC CURB AT ACCESS HATCH PERIMETER, SEE S DWGS. ALL HATCH CURBS A13 23.25' PAINTED 'OSHA SAFETY YELLOW' DUMPSTER AREA, 3.06 ASPHALT PAVING, C DWGS SEE CIVILSEE DWGS L1 3.07 CONC PAD FOR SIDEWALK HATCH, SEE C, S, M DWGS 15.50' 3.09 DEPRESSED SLAB FOR STAINLESS STL FLOOR PLATE, INTERCEPTOR FLUSH WITH ADJ CONC SOUTHWEST MAIN GRAVITY 43RD STREET MILL CREEK JUNCT CHAMBER INTERCEPTOR FLOOR SLAB 8.08 ENTRANCE 3.10 CONC SIDEWALK, SEE CIVIL DWGS SIM 14.75' 3 ________ 8.08 3.12 30"X30" 2 CONC PIER, SEE S DWGS STREET LIGHTS. SEE C, S, A10 EXIST GATE 1/16" = 1'-0" E SERIES DWGS 3.13 12"A2 REINFSCALE: CIP CONC WALL, SEE S DWGS PAD DIMENSIONS 3.07 3.15 REINF CONC BOLLARD, 6'-0" HT MILL CREEK INTERCEPTOR 4.02 8" CMU WALL, PAINTED NO. DATE APPD DESCRIPTION 5.01 CONC FILL MTL PAN STAIR & HANDRAILS SEE C SERIES DWGS DESIGNED APPROVED PB BLDG 5.03 EXISTCONC FILL MTL LANDING FOR CURB CUT 850 S 43RD ST 5.04 POWDER-COATED STL ACCESS DRAWN LADDER BOD 5.05 SUITE 2130 POWDER-COATED STL SECURITY GATE, SEE SHEET A10 FOR ELEVATIONS 1700 MARKET STREET, CHECKED PHILADELPHIA, PENNSYLVANIA 19103 STRUCT STL COLUMN, 5.06 PAINTED SEE S PB DWGS 5.10 1/2" STAINLESS STL FLOOR PLATE COVER, SEE S DWGS 1 SEWER 2 5.13 68 DEGREE ANGLE CONC SIDEWALK, A12 13.25' ALTERNATING TREAD STAIR, A2 SEE C SERIES DWGS 5.14 FALL PROTECTION SYSTEM 5.15 CAST IRON BOOT TO 6'-0" ABV SLAB 5.16 INDUSTRIAL PIPE GUARDRAIL SYSTEM W/ 6" DIAM PIPE, SEE M DWGS LIGHT BOLLARDS, SEE E, C 5.18 POWDER-COATED STAINLESS STL STRINGER 104-1 SERIES DWGS 5.20 CONC-ENCASED STRUCT STL PIPE COLUMN FOR FUEL LINES TO ROOF, SEE S 1 A10 TEMPORARY JERSEY DWGS BARRIER, SEE C SERIES 5.21 STAINLESS STL CORNER GUARDS AT OH DOOR JAMB 102-1 DWGS MILL CREEK 5.22 PAINTED STRUCT STL L ANGLE CROSS BRACING, SEE S DWGS 1 101-2 ________ SEE CINTERCEPTOR SERIES DWGS A5 5.29 POWDER-COATED STL FENCING/GATE. (2) L1-1/4"X1-1/4" PICKETS, 1 1/2" HORIZ EXIST FOR PROPERTY LINE SIM PARKING LOT SQ TUBE RAILS, M3X2.9 POSTS W/ BASEPLATE OR ANCHORED TO CONC 2 ________ A27 5.30 PAINTED HSS STEEL SUPPORT FOR H6 FLOOR HATCH, SEE S DWGS 5.31 SURFACE MOUNTED STAINLESS STEEL GUARD RAILINGS, 3'-6" HT CURB CUT 101-1 H5 8.01 INSULATED EXTERIOR ST ST DOOR & FRAME ACCESS HATCH FOR METER VAULT 8.02 INSULATED INTERIOR FRP DOOR & ST ST FRAME 8.04 INSULATED DUAL-GLAZED STRUCT CHANNEL GLASS WINDOW T.O. JUNCTION 8.06 INSUL POWER-OPERATED OVERHEAD COILING DOOR SYSTEM CHAMBER REAR 8.08 HS-20 SIDEWALK HATCH WITH SAFETY NETTING 35.79' 101-3 3 HATCH W/ SAFETY NETTING FOR FLOOR OPNG, SEE HATCH SCHEDULE 8.09 ACCESS FUEL FILL A2YELLOW & BLACK CAUTION STRIPES FLOOR PAINT 16" WIDE 9.06 OSHA T.O. JUNCTION & SWITCH 22.02 EMERGENCY EYEWASH STATION, SEE P DWGS CHAMBER SLAB SWITCH W/ 23.25' 22.04 BACKFLOW PREVENTION SYSTEM, SEE P DWGS 43RD STREET FENCE, SEE 22.06 RWC STORMWATER PIPING, SEE P SERIES SHEET A2 JUNCT CHAMBER 22.07 FIRE PROTECTION STANDPIPE. SEE P DWGS ENTRANCE MIL 23.03 HVAC DUCTWORK, SEE H DWGS INTE L CREEK 14.75' STREET LIGHTS 50' RCE 23.04 SLUICE GATE & OPERATOR, SEE M DWGS PTO O.C., SEE C, S, E R SEWER 23.05 DRY WEATHER PUMP, SEE M, P DWGS SERIES DWGS 13.25' SOUTHWEST MAIN GRAVITY 23.10 WINCH, SEE M DWGS INTERCEPTOR 26.01 DISCONNECT SWITCH, SEE E DWGS 26.02 ELEC EQUIPMENT, SEE E DWGS 3.03

5' - 0" R.O.

9.06

L1 15.50'

43RD STREET

TOG 68.83' H3A

5.10

8.04

3.01

3 A2

T.O. JUNCTION CHAMBER SLAB 23.25'

12' - 11"

8.09

5.14

22.06

5.31

3.05

3.13

SIM

L2 28.83'

3.06

3.10

A11

23.03

22.02

23.05

A23

SWITCH PAD & FENCE

11' - 4"

1' - 1 1/4"

T.O. JUNCTION CHAMBER REAR 35.79'

FUEL FILL PAD & FENCE

O PR

A13

DRIVEWAY

A10

5.05 5.04

1 ________

DEPR. CONC SLAB W/ ST ST PLATE

26.02

102-1

2' - 6"

7' - 6"

3.01 BELOW

5' - 3"

3.02

22.07 HSS LINTEL ABV DR, SEE S DWGS

101-2

2' - 0"

1' - 6"

3.02 BELOW

5' - 0"

4.02

G.R.

5.03

103

RESTROOM 103

2" MIN RIGID INSUL W/ 5/8" CEMENT BD

8.04

BULLNOSE 90 DEGREE WALL CORNERS, TYP

VESTIBULE 102

4/7/2026 3:38:41 PM

9' - 0 1/2"

12' - 8"

1' - 3"

CONCRETE SILL

R.O. CONC

5.01 8"

STREET LIGHTS, SEE C, S, E SERIES DWGS

BAR MEASURE 1"

A27

ND 42

2' - 10 1/2"

5.18

A14

102-2

SEE A21 5.06

2 A12

FILE: C:\Users\bodonnell\OneDrive - Converse Winkler Architecture\Documents\01875.08-PS_CWA_A_bodonnellETBN9.rvt

8.02

12' - 1 1/4"

2" RIGID INSUL W/ 5/8" CEMENT BD TO GLASS CHANNEL SILL

104-1

STAIR 104

3.12

3.13 BELOW

A10

R.O.

22.07

A16

2 ________

L3 42.17'

1' - 4 1/4"

A19

3.10

36' - 3 3/4" 12' - 1 1/4"

6' - 11 1/2"

1 ________

R.O. CONC

5.06

12' - 1 1/4"

1' - 3" 3' - 4"

5' - 3" R.O.

MILL CREEK INTERCEPTOR

A11

R1 55.50'

A10

14.67°

A13

2 ________

SIM

ON FULLSIZE SHEETS

8' - 0 1/2"

° 33 5.

T B D

SIM

TOG 68.83'

SING POS

23.01

7 ________

A15

1 3' - 0"

7' - 6"

A19 CIP WALL SCALE: 3/8" = 1'-0"

A11

R-10 CONT RIGID INSUL W/ 5/8" CEMENT BD & IMPERMEABLE 3 CHEMICALLY-RESISTANT AIR & VAPOR BARRIER. ALL COMPONENTS 2-HR RATED

3 5/8"

1' - 6"

7' - 7 1/2"

2 1

02/11/25 A13

DESIGNED

CHECKED

APPROVED

23.08

DRAWN

BOD

CHECKED

5.26

3 5/8"

5' - 10"

3 5/8"

4' - 8 1/2"

NO.

DATE

APPD

DESCRIPTION

H NO.

APPROVED

DATE

APPD

3 5/8"

1' - 6"

1 1/4"

14' - 0"

SCALE: 3/8" = 1'-0"

DESIGNED

1700 MARKET STREET, SUITE 2130 PHILADELPHIA, PENNSYLVANIA 19103

2' - 11 1/2"

(9) EQ PICKETS

SCALE: 1/4" = 1'-0"

C E AS NOTED 1

AS A13 NOTED

23.08

3/4" 1' - 6"

A12

7' - 8"

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

3' - 4"

LADDER

REPLACEMENT OF THE 42ND STREET PUMPING STATION PHILADELPHIA WATER DEPARTMENT

1 PHILADELPHIA, PENNSYLVANIA A12

OPEN

2' - 6"

5' LINEAR LED LIGHT

30" @ DOORS TYP

FUEL PAD

53' - 4"

6 ________

SOUTH ELEV

A10

DRAWN

BOD

CHECKED

A10 PB

APPROVED

A16

NORTH ELEV

SCALE: 1/8" = 1'-0"

DATE

APPD

DESCRIPTION

40" MAX

3' - 6"

SHEET DATE

OF 215 APRIL 2026

REV

A19

102

OF 215 APRIL 2026

REV

1 ________ A15

3.01

4 ________ A10

3.01 5.05

101-1

ALUM PANEL MATCH GLAZING FRAME

14' - 5 1/2"

5.10 3.09

WEST ELEV METER VAULT

METER VAULT

11' - 6"

8.06

11' - 6"

3.13

EXTENT OF CONC TEXTURE PATTERN

4' - 0"

EXTENT OF CONC TEXTURE PATTERN

7' - 2 1/4"

4' - 0"

8.04 8.06 22.01 NOTES: 23.01 23.07 WALL-MTD LIGHT FIXTURE (OBLIQUE1.PROJECTION) 23.08 ALL EXPOSED EXTERIOR CON GRAFFITI COATING. 26.04 2. ALL EXTERIOR DOORS AND FR STEEL, MIN. 14GA. 3. ALL FLOOR HATCHES TO BE 3 PROJECTION) 8.04 (OBLIQUE 4. MOTORIZED OVERHEAD COIL 5. ALL GLAZING INCLUDING DOO PROJECTION) 5.05 (OBLIQUE NOTE TEMPERED AND LAMINATED. 6. ALL STRUCTURAL STEEL TO B 1. ALL 7. STAIRS: METAL PAN STAIR, CO PROJECTION) 3.13 (OBLIQUE GR RISERS. ALL STAIR COMPONE 2. GUA ALL 8. ALL5.09 HAND RAILINGS AND STE 3. ALL 4. MO 5. ALL TEM 6. ALL 7. STA RIS 8. ALL

3 ________ A10

SCALE: 1/8" = 1'-0"

SCALE

AS NOTED

3.13 5.05 5.09 5.10 5.26 PROJECTION) 3.02 (OBLIQUE 5.26 STAINLESS STEEL COP 5.28 7.07 STAINLESS STEEL RAI 7.07 8.01 INSULATED EXTERIOR 7.10 8.04 INSULATED DUAL-GLA 8.01

CONSTRU

WALL-MTD LIGHT FIXTURE

3.13

7' - 2 1/4"

A11

NO.

A19

102

7.07 (OBLIQUE PROJECTION)

SCALE: 1/8" = 1'-0"

DESIGNED

WALL-MTD LIGHT FIXTURE

6' - 7"

22' - 5 1/2"

6' - 6"

L1L1 15.50' 15.50'

SHEET

STL FENC

DATE

ELECTRICAL ANNEX ENLARGED PLAN AT EL. 19.50' AND INTERIOR ELEVATIONS

SCALE: 1/4" = 1'-0"

DWG

13' - 6 1/2"

13' - 4"

8.01

FLUTES 13' - 4"

8' - 0"

104-1 FUEL PAD

5.05

L2L2 28.83' 28.83'

3' - 6"

22' - 5 1/2"

FLUTES

7' - 2 1/4"

A11

40" MAX

DWG

1 ARCHITECTURAL

A13

2' - 3 7/8"

A10

REFLECTIVE PAINT ON ALUMINUM PLATE TWO COLORS - CUSTOM

PATTERN KNOCKOUT @ LIGHT FIXTURE LOCATIONS

1' - 6" SMOOTH TEXTURE FIN

A11

8 ________

2' - 4 5/8"

SCALE: 3/8" = 1'-0"

GENERAL ARCHITECTURAL

13' - 4"

3.01

1' - 6" TYP

1' - 6"

101-3

20' - 11 1/2"

30" TYP AT DOOR OPNGS

8.04

6' - 7"

22' - 5 1/2"

3.01

7' - 2 1/4"

EXTENT OF CONC TEXTURE PATTERN

WALL-MTD LIGHT FIXTURE

7.10

WALL-MTD LIGHT FIXTURE

2 1/4"

RESTROOM 103 - RCP

SCALE: 3/8" = 1'-0"2' - 10"

OPEN

L1 2' - 3 7/8" 15.50'

2' - 4 5/8"

ELECTRICAL ANNEX ENLARGED PLAN AT EL. 19.50' AND INTERIOR ELEVATIONS GENERAL

11' - 2 3/4"

1' - 6" 3' - 6"

5' LINEAR LED LIGHT

3' - 6"

3.13

L3L3 42.17' 42.17'

48" MAX

1 1/4"

1' - 0" 1' - 0 1/4"

5' - 7" 6' - 7" 2

2' - 10"

3.01 3.02 3.09

13' - 4"

7.07 PATTERN KNOCK-OUT @ LIGHT FIXTURE LOCATIONS, TYP. SEE E SERIES DWGS FOR EXT LIGHTING

10' - 7 3/4"

48" MAX

1' - 6" 1' - 6"

15" MIN. 15" MIN.

48" MAX

OPEN CL HT: 9' AFF

OPEN

A19

101

CL HT: 9' AFF

NE ENTRANCE GATE RESTROOM 103 - RCP

SIGN: 1/4" STL PL W/ CUT LETTERS, POWDER-COATED (TYP)

A19 A10 PUMP RM SCALE: 1/4" = 1'-0"

7' - 8"

6" DOWNLIGHT RECESSED CAN, TYP. SEE ELEC DWGS

OCCUPANCY SENSOR, SEE ELEC DWGS

PUMP RM 101

7 3/4"

REPLACEMENT OF THE 42ND STREET PUMPING STATION

TOG TOG 68.83' 68.83'

1' - 6" 1' - 6"

4 1/4"

4" 7 3/4"

2' - 10 3/4"

1' - 0"

1' - 4 1/4"

9" 6' - 11 1/2" 6' - 11 1/2" 1' - 4 1/4" CONCRETE ROUGH OPENING CONCRETE ROUGH OPENING

11' - 2 3/4"

7 1/4" 4" 1' - 5"

1' - 11 "

3' - 4" 101-2

LADDER

3 1 POWDER-COATED A23 STL SECURITY GATE

2' - 11 1/4"

1' - 6"

5 PHILADELPHIA WATER DEPARTMENT PHILADELPHIA, PENNSYLVANIA

SCALE

DESCRIPTION

PTD STL FIRE LADDER TO 2ND FLR ACCESS HATCH 101-2

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

3' - 4"

SCALE

A10

2' - 10 3/4"

6" DOWNLIGHT RECESSED CAN, TYP. SEE ELEC DWGS

OCCUPANCY SENSOR, SEE ELEC DWGS

1' - 1"

3/4" 1' - 6"

SWITCH PAD 3' - 4"

6" MTL STUD ABV

10' - 2"

POWDER-COATED STL SECURITY GATE

4' - 11"

4" 3'7 -1/2"2" 4"

1 1/2" 8"

7' - 7 1/2"

7 5/8"

A10

A23

3' - 3"

FLR HATCH OPNG ABV

6" MTL STUD ABV

10' - 2"

1' - 11 "

1' - 0 3/ 4"

102-1

1 1/2" 2' - 2"

4" 1' - 2" 4" 3' - 2" 4"

1' - 0 3/ 4"

CIP 5"

(9) EQ7 5/8"PICKETS

1 1/4"

CONC-ENCASED STL COLUMN

PTD STL FIRE LADDER TO 2ND LINE OFFLR ACCESS HATCH

5' - 6 1/4" 3' - 3"

SINK MIRROR

SEE 2/A16

SCALE: 1/4" = 1'-0"

2' - 11 1/4"

POWDER-COATED STL FENCING

LINE OF FLR HATCH OPNG ABV

2' - 8"

5' - 6 1/4"

PAPER TOWEL/WASTE

COMBO WALL SYSTEM ABOVE

4 1/4"

1' - 9"

7 1/2"

4"3

4' - 8 1/2"

3 5/8" 3' - 10" 3 5/8" 3' - 10"

4" NOM CMU

A19

CONC-ENCASED STL COLUMN

102-1

7' - 2" 7' - 2" 8" CONC ROUGH OPENING CONC ROUGH OPENING CIP 5" 2' - 8" 3' - 8" 3' - 8" 5" OPERABLE LEAF OPERABLE LEAF

4' - 0"

1' - 6"

VESTIBULE 102

COMBO

PTD GWB SOFFIT, TYPICAL MOUNTING HEIGHTS 2' - 8 1/4"

1 1/2" 6" 2 3/4"

11" 1' - 0"

1' - 1"

11"

1' - 9" 4" 3' - 2"

A19

2' - 5 1/4"

2" 3' - 0" 3' - 7" 2"

4.02

3 5/8"

4' - 0"

4" 1' - 2"

VESTIBULE 102

4" NOM CMU

SEE SHEET A8, DWGS FOR RO

POWDER-COATED STL FENCING

8" CONC RETURN WALL

RECESSED HAND DRYER

9' - 2 1/4"

6' - 6"

5' - 10"

1' - 9"

A14

6' - 0"

8" CONC RETURN WALL

ADAA19 TOILET SOAP SCALE: 1/4" = 1'-0" DISPENSER

NOTE: SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

A14

4.02

3' - 0"

8' - 0 1/2"

3' - 7"

3 5/8"

1' - 0"

4 1/4" 11"

1' - 4 3/4" 3" 2' - 9 1/4" 3" 1' - 4 3/4"

2 A12

A19

14' - 0"

1' - 6"

8 1/2"

49' - 4 1/4"

L1 15.50'

1700 MARKET STREET, SUITE 2130 PHILADELPHIA, PENNSYLVANIA 19103

4' - 0"

42" GRAB BAR

4" 1/2" 4" CONC SILL

1' - 1"

1' - 0"

11" 11"

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

2' - 11 1/2"

7.07

8.04

13' - 4"

8.01

TROUGH SINK

FUEL FILL

ENLARGED ELEC ANNEX PLAN I 3/8" = 1'-0" DRAWN BOD A19 SCALE: 1

1700 MARKET STREET, SUITE 2130 PHILADELPHIA, PENNSYLVANIA 19103

5.26

14' - 1"

6" 13' - 4"

3.13

WALL-MTD LIGHT FIXTURE

L2 28.83'

7.07 5.28

L3 42.17'

14' - 2 1/2"

A19

6" VIF

14' - 1"

4' - 0"

RESTROOM TROUGH SINK 103 7

7' - 6"

6" 2' - 4 3/8" 2"

2' - 3"

3' - 0" CIP WALL

A19

R-10 CONT RIGID INSUL W/ 5/8" CEMENT BD & IMPERMEABLE CHEMICALLY-RESISTANT AIR & VAPOR BARRIER. ALL COMPONENTS 2-HR RATED

A19 1 4.01

4.01

ACCESSIBLE SHOWER HEAD

101-1

FD, SEE P DWGS

A19 A19 4A

4A A15

A19

A19 ACCESSIBLE SHOWER HEAD 4B 4

7 ________

RESTROOM 103 6 103 7

3' - 0"

A19

2' - 0"

3 5/8" 2' - 0" 3 5/8"

4B 4

1' - 6"

5' - 2"

1' - 3"

5' - 2"

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

2'FD, - 0"SEE P DWGS

SUPPLY GRILLES, SEE H SERIES DWGS

WALL-MTD 1" PARTITION 1 & PANEL DOOR

A19

A22

103

9' - 2"

12' - 8"

1' - 0"

1' - 3"

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

1' - 3"

A22

36" GRAB BAR

CONC SILL

6' - 0"

NOTE: SEEGRAB SPECIFICATIONS FOR ADDITIONAL INFORMATION. 18" VERTICAL BAR

WALL-MTD 1" PARTITION RIGID INSUL W/ 5/8" CEMENT 1' - 7 1/ DOOR & 2" PANEL 2" BD TO GLASS CHANNEL SILL

102-2 2' - 0"

15' - 8"

R1R1 55.50' 55.50'

13' - 4"

8' - 0" 3' - 6" odonnell\OneDrive - Converse Winkler Architecture\Documents\01875.08-PS_CWA_A_bodonnellETBN9.rvt

13' - 4" 53' - 4" 13' - 4" 13' - 4"

L1 15.50'

R1 55.50'

8.04

L2 28.83'

24" SQ MOP BASIN SINK

8.04 ABV

SUPPLY GRILLES, SEE H SERIES DWGS

SCALE: 1/8" = 1'-0" GLASS CHANNEL 4A WALL ABOVE, SEE SHEET A15, A26

17' - 5"

A11 A12

SOUTH INTERIOR FACE - PARAPET TYPICAL MOUNTING HEIGHTS EXTERIOR RAINSCREEN

6 A10

12' - 1 1/4"

3.13

2" RIGID INSUL W/ 5/8" CEMENT BD TO GLASS CHANNEL SILL

1' - 7 1/ 2"

13' - 4"

TOG 68.83'

R1 55.50'

L3 42.17'

23.07

40°

FILE: C:\Users\bodonnell\OneDrive - Converse Winkler Architecture\Documents\01875.08-PS_CWA_A_bodonnellETBN9.rvt

TOG 68.83'

STAIR 104

SCALE: 1/4" = 1'-0"

26.04

102-2

(SEE SHEET A21)

2' - 3"

1' - 6"

2 2 A12 A12

A16

STAIR 1-HR RATED 8" NOM SQ MOP 104INSULATED24"CMU

12' - 1 1/4"

3.13

8.04 CONC WALKWAY,ABV SEE C SERIES DWGS

POWDER-COATED STL MOUNTING PLATE FOR SECURITY GATE

6' - 11 3/4"

WALL TO ROOF BASINDECK SINK (SEE SHEET5'A21) - 4"

R7 '-4 "

1' - 1"

23' - 0"

MIN. & MAX. HEIGHTS REFER TO OPERABLE PARTS OF FIXTURES

13' - 10"

PLAN DETAIL

A13

5 1

-4

1' - 1"

12' - 8"

6' - 7"

4 6

TION ER ARCHITECTURE

A10

A15

IF "V

POWDER-COATED STL CORNER WALL GUARD A16

6 ________

-9

" FIRE PROTECTION R 7' STANDPIPE, SEE 4" P SERIES DWGS

CONC WALKWAY, SEE C SERIES DWGS

5' - 4"

-4

15' - 8"

ANNEX PLAN ENLARGED OHENLARGED DOOR8ELEC ELEVATION OH DOOR GATE FUEL FILL & SWITCH FENCE SOUTH4 ELEV

SCALE: 1/8" = 1'-0"

1-HR RATED 8" NOM INSULATED CMU 104-1 WALL TO ROOF DECK

2' - 2"

7' - 8"

A11

FIRE PROTECTION STANDPIPE, SEE P SERIES DWGS

A16

6 7

1 +/-

STRUCTURAL: COLUMN & BASEPLATE ABOVE

STRUCTURAL: DOOR LOCATION 6' - 5"

FLUTED TEXTURE PATTERN CONCRETE FINISH

MIN. & MAX. HEIGHTS REFER TO OPERABLE PARTS OF FIXTURES

MIRROR - 3'X4' CENTERED ON SINK PAPER TOWEL/TRASH COMBO UNIT - AUTO, SEMI-RECESSED SHOWER SEAT TOILET PAPER DISPENSER - DUAL JUMBO ROLL EACH STORAGE SHELVING SEAT COVER DISPENSER SOAP DISPENSER MIRROR - 3'X4' CENTERED ON SINK 18" VERTICAL GRAB BAR SHOWER SEAT 36" GRAB BAR STORAGE SHELVING 42" GRAB BAR SOAP DISPENSER

ADA TOILET SOAP RECESSED PAPER- CUSTOM SINK MIRROR COLOR NOTE:A10ALL FENCING,10 7GATES, & SUPPORTING STEEL TO BE DISPENSER POWDER-COATED HAND DRYER TOWEL/WASTE

EAST INTERIOR FACE - PARAPET A15

SCALE: 1/4" = 1'-0"

SEE P SERIES D FOR GAS PIPIN

SEAT COVER DISPENSER

IF "V

PILOT HOUSE

° .33

ALUM PLATE RAINSCREEN AT ROOF PARAPET INTERIOR FACE, TYP

PLUMBING: GAS PIPE ABOVE GROUND IN RVT MODEL

L1 1' - 0" 15.50'

6 ________

104-1

TOILET PAPER DISPENSER - DUAL JUMBO ROLL EACH

ACCESSORY LEGEND - RESTROOM

12" REINF CIP CONC WALL, SEE S DWGS 4" CMU WALL, PAINTED 8" CMU WALL, PAINTED INSULATED DUAL-GLAZED STRUCT CHANNEL GLASS WINDOW

36' - 3 3/4" 12' - 1 1/4"

PAPER TOWEL/TRASH COMBO UNIT - AUTO, SEMI-RECESSED

-9

3' - 4"

A22

36' - 3 3/4" 12' - 1 1/4"

2' - 2"

A13

° .33

22.01

13' - 0"

WEST INTERIOR FACE - PARAPET

SCALE: 1/8" = 1'-0"

9' - 2"

PLUMBING: GAS PIPE UP

FILE: C:\Users\bodonnell\OneDrive - Converse Winkler Architecture\Documents\01875.08-PS_CWA_A_bodonnellETBN9.rvt FILE: C:\Users\bodonnell\OneDrive - Converse Winkler Architecture\Documents\01875.08-PS_CWA_A_bodonnellETBN9.rvt

7' - 2 1/4"

STRUCTURAL: 36" WALL BELOW INSIDE CORNER

13' - 4"

FORMLINER TEXTURE

STRUCTURAL: CURRENT FLOOR OPENING FOR HVAC DUCT IN REVIT 4' - 8MODEL 1/4" (4) EQ PANELS

28.83'

ARCH DOOR LOCATION

1' - 11 "

7' - 2 1/4"

SCALE: 1/8" = 1'-0"

(19) EQ RAINSCREEN PANELS

101-3

4' - 0" 1

1' - 11 "

A11

L2 +/- 57' - 7 1/4"

3' - 4"

11' - 6"

CIP ROUGH OPENING

SMOOTH TEXTURE 2A 2 ALUMCONCRETE COUNTERFLASHING FINISH - 0" SMOOTH20'TEXTURE CONC REVEAL JOINT

12' - 1 1/4"

EAST ELEVATION

A19

SCALE: 1/4" = 1'-0"

ACCESSORY LEGEND - RESTROOM

CONSTRUCTION KEYNOTES

3.13 4.01 4.02 8.04

A19

SCALE: 1/4" = 1'-0"

12" REINF CIP CONC WALL, SEE S DWGS 4" CMU WALL, PAINTED 8" CMU WALL, PAINTED INSULATED DUAL-GLAZED STRUCT CHANNEL GLASS WINDOW

A10

1 A22

N EAST INTERIOR FACE - PARAPET

66' - 0"

19' - 2 1/8"

4' - 0"

A19

1 +/-

A11

12' - 1 1/4"

EXT WALL MTD LIGHT FIXTURE,

DWGS ELEV - LAV SOUTH ELEVATION SEE E SERIES EAST 9

SCALE: 1/4" = 1'-0"

3.13 4.01 4.02 8.04

1' - 6"

3' - 6"

HVAC: CURRENT FLOOR OPENING CONFLICTS WITH CONC BEAM BELOW L1 FLOOR

20' - 11 1/2"

STRUCTURAL: 12" WIDTH BEAM BELOW L1 1/8"CONC = 1'-0" FLOOR SLAB

6' - 5"

GL CHANNEL

12' - 7 1/2"

1' - 8"

13' - 0"

CONC SIDEWALK

A22

A19

SCALE: 1/4" = 1'-0"

SEE PREFLECTIVE SERIES DWGS PAINT ON ALUMINUM A10 FOR GAS PIPING PLATE TWO COLORS - CUSTOM

A13

WEST ELEV - LAV

CONSTRUCTION KEYNOTES

8' - 0 1/2"

PLUMBING: BACKFLOW PREVENTION

ALUM COUNTERFLASHING, SEE SHEET A17

SEE P SERIES DWGS FOR GAS PIPING

TOG 68.83'

R1 55.50'

A19

SCALE: 1/4" = 1'-0"

SEE P SERIES DWGS FOR GAS PIPING

ALUM COUNTERFLASHING, SEE SHEET A17

3' - 8 1/2" (4) EQ PANELS INSIDE CORNER

A19

SCALE: 1/4" = 1'-0"

5' - 10"

EXT WALL MTDPT-1 LIGHT FIXTURE, SEE SERIES DWGS ELEVATION 6 ENORTH

NORTH ELEV - SHO

8' - 0 1/2"

NORTH INTERIOR FACE - PARAPET

SCALE:

A19

8" MIN

8' - 0"

PILOT HOUSE

LIGHT FIXT TYP

EXT WALL MTD LIGHT FIXTURE, SEE E SERIES DWGS

SEE E SERIES DWGS

WEST ELEV - SHO

22' - 5 1/2"

A11

CCTV SECURITY CAMERA, SEE ELECTRICAL DWGS

PROPOSED HVAC DUCT C.L.

BAR M

ON FULL

4/7/2026 3:38:52 PM

9' - 11"

13' - 4"

4/7/202

R1 55.50'

L3 42.17'

A10

PHILADELPHIA WATER DEPARTMENT PHILADELPHIA, PENNSYLVANIA

GENERAL ARCHITECTURAL

REPLACEMENT OF THE SCALE: 1/8" = 1'-0" 42ND STREET PUMPING STATION

SOUTH AND WEST ELEVATIONS

EAST ELEV

DATE

APPD

DESCRIPTION

1 1/2"

4' 1' - 2"

SCALE

1 1/2" 2" 4"

2 / A17

6 5/8"

FIELD-PAINTED STRUCT HSS HEADER AT EXT DOORS, SEE S DWGS MAT WATERPROOFING

DESIGNED

APPROVED

NO.

DATE

APPD

DESCRIPTION

4' - 8"

6" MTL STUDS R-30 MIN BATT INSULATION

PERMEABLE AIR / VAPOR B

1' - 2"

2' - 1"

4' - 8"

8 EQ RISERS

4' - 0"

7 EQ RISERS

5/8" CEMENT BOARD W/ CH RESISTANT BARRIER BELO LEVEL

1 1/2"

4' - 8"

55.50

L2 28.83'

3' - 6"

6 ________

6 EQ RISERS

3' - 5"

1' - 2"

RAINSCREEN PERIMETER FRAME EXTRUSION

A16

3' - 0"

1' - 2" 4' - 8"

8 EQ RISERS

4' - 0"

3 ________

36" CIP CONC WALL, SEE S SERIES DWGS

1 1/4"

4 / A25

102-2

SCALE: 1 1/2" =

STAINLESS STEEL RAINSC

8 EQ RISERS

4' - 1"

PERMEABLE AIR / VAPOR B

SEE ELEVATIONS FOR OH DOOR SECURITY GATE

6 7/8"

104-1

TRANSV R1

R-10 CONT RIGID INSULATI

RAINSCREEN PANEL HORIZ

5 / A25

20' - 4 1/2"

A22

7 EQ RISERS

6 / A25

7" 7" 6 7/8" 7" 7" 7"

9' - 6"

L1 15.50'

A22

WATERPROOFING MEMBRANE

ENLARGED STAIR SECTION OVERHEAD DOOR - LOOKING EAST 2

R-10 CONT2RIGID INSUL

A22

8 EQ RISERS

7" 7"

L1 15.50'

104-1

SCALE: 3/8" = 1'-0"

5/8" EXT SHEATHING TYP B

AIR CURTAIN MOUNTED TO BOT FLANGES OF ADJ CRANE OUTRIGGER STEEL

1. ALL EXPOSED EXTERIOR CONCRETE SURFACES ABOVE GRADE TO RECEIVE ANTICRASH RAIL, SEE GRAFFITI COATING. STRUCT DWGS FOR 2. ALL EXTERIOR DOORS AND FRAMES, INTERIOR AND EXTERIOR TO BE 316 STAINLESSBASEPLATE & DETAILS STEEL, MIN. 14GA. FLOOR HATCH FLUSH 3. ALL FLOOR HATCHES TO BE 316 STAINLESS-STEEL WHEN POSSIBLE. WITH CONC FLOOR 4. MOTORIZED OVERHEAD COIL DOOR TO BE 316 STAINLESS-STEEL. SLAB 5. ALL GLAZING INCLUDING DOOR AND WINDOW SYSTEMS TO BE INSULATED, TEMPERED AND LAMINATED. 6. ALL STRUCTURAL STEEL TO BE GALVANIZED AND PAINTED, CUSTOM COLOR. 1/2"WITH STAINLESS 7. STAIRS: METAL PAN STAIR, CONCRETE FILL CAST STL ALUM NOSING & CLOSED EMBEDDED PLATE RISERS.101-1 ALL STAIR COMPONENTS TO BE POWDER-COATED EXCEPT FOR HANDRAIL 8. ALL HAND RAILINGS AND GUARD RAILINGS TO BE 316 STAINLESS STEEL.

13' - 4"

SEE C SERIES DWGS FOR NORTH SIDEWALK

102-1

A14

8' - 0"

VESTIBULE 102

56' - 10" T.O. CMU

(2) COURSES ABV ROOF DECK

REINF CONC BOLLARD BOTH SIDES, 6'-0" HT

NOTES:

4 / A25

COMPRESSIBLE FILL

8' - 0"

7' - 2"

FIELD-PAINTED STRUCT STL OUTRIGGERS & SUPPORT FRAMING, SEE S SERIES DWGS

36" REINF CIP CONC WALL, SEE S DWGS 18" REINF CIP CONC WALL, SEE S DWGS 8 ________ 6" STRUCT REINF CONC FLOOR SLAB OVER MTL PAN DECK, SEE S DWGS A25 12" REINF CIP CONC WALL, SEE S DWGS 8" REINF CIP CONC WALL & LANDING AT ALTERNATING TREAD STAIR REINF CONC BOLLARD, 6'-0" HT 9 ________ MISC MTL STUD FRAMING POWDER-COATED STL ACCESS LADDER A22 PAINTED STRUCT STL COLUMN, SEE S DWGS PAINTED STRUCT STL FRAMING, SEE S DWGS INSUL POWER-OPERATED COILING OVERHEAD DOOR BOLLARD LIGHT, SEE C, E DWGS PAINTED BRIDGE CRANE STL CHANNEL & TROLLEY BEAM, SEE S DWGS 12" CIP CONC WALL BEYOND FIELD-PAINTED STRUCT HSS SUPPORT, SEE S DWGS ALTERNATING TREAD STAIR, 68 DEGREE ANGLE FALL PROTECTION SYSTEM INDUSTRIAL PIPE GUARDRAIL SYSTEM W/ 6" DIAM PIPE, SEE M DWGS NON-PENETRATING ROOF GUARDRAIL SYSTEM STAINLESS STL CORNER GUARDS AT OH DOOR JAMB PAINTED STRUCT STL L ANGLE CROSS BRACING, SEE S DWGS PAINTED STL ROOF TRUSS SYSTEM, SEE S DWGS DAVIT CRANE W/ 18" SQ STL BASEPLATE & 8"X8" STL POST, SEE S, M SERIES DWGS STAINLESS STEEL COPING TO MATCH RAINSCREEN PANEL PAINTED STRUCT STL OUTRIGGER FRAMING FOR BRIDGE CRANE, SEE S DWGS PAINTED HSS STEEL SUPPORT FOR H6 FLOOR HATCH, SEE S DWGS STAINLESS STL CORNER SURFACE MOUNTED STAINLESS STEEL GUARD RAILINGS, 3'-6" HT WALL GUARD, 11'-6" H MINERAL WOOL BATT INSULATION 5 ________ STAINLESS STEEL RAINSCREEN SYSTEM A22 INSULATED EXTERIOR ST ST DOOR & FRAME INSULATED DUAL-GLAZED STRUCT CHANNEL GLASS WINDOW INSUL POWER-OPERATED OVERHEAD COILING DOOR SYSTEM ACCESS HATCH W/ SAFETY NETTING FOR FLOOR OPNG, SEE HATCH SCHEDULE CRANE RAIL BEAM, SEE M & S DWGS HVAC DUCTWORK, SEE H DWGS SLUICE GATE & OPERATOR, SEE M DWGS 202 DRY WEATHER PUMP, SEE M, P DWGS WET WEATHER PUMP, SEE M, P DWGS POWDER COATED STL COLUMN, ROOFTOP ERV UNIT, SEE H DWGS SEE S SERIES DWGS BRIDGE CRANE, SEE S, M DWGS 36" CIP CONC WALL 8'-0" HT WINCH, SEE M DWGS BEYOND, SEE S SERIES DWGS ELEC EQUIPMENT, SEE E DWGS

5 / A25

OF 215 REV

OF 215

REV

1' - 0" TREAD

104-2

SS DOOR FRAME

R.O. CONC

-2.50'

6 7/8"

6 / A25

1' - 2" 2 EQ RISERS 3' - 6" 1' - 6"

28.83'

23.05

CIP CONC WALL

B1.5 GLASS CHANNELS APRIL 2026

6 EQ RISERS

3' - 6" 2' - 10"

13' - 4"

39' - 6"

MILL CREEK 102 SHEET INTERCEPTOR L2 DATE BEYOND APRIL 2026

12" REINF CIP CONC WALL

8X6 HSS STL TUBE HEADER W/ ST ST FLASHING/FASCIA PLATE

23.06

6 5/8"

3' - 6"

1 1/4"

1' - 8" 8 1/2"

16 COURSES

3.01 3.02 3.08 3.13 3.14 3.15 5.02 5.04 5.06 5.07 5.09 5.11 5.12 5.13 5.14 302 5.16 5.17 5.21 4 5.22 ________ A225.23 5.25 5.26 5.27 5.304" 5" 1' - 0" 5.31 7.03 7.07 8.01 8.04 8.06 8.09 23.02 23.03 23.04 23.05 23.06 23.08 23.09 3' - 0" 23.10 26.02

STAINLESS STL RAINSCRE

105

SEE S SERIES DWGS 2 PLY SBS ROOF FOR FIELD-PTD BRIDGE CRANE STL

1" A18

8 EQ RISERS

30X30" CONC PIER BEYOND, SEE S SERIES DWGS

A22

8" NOM CMU WALL

7 EQ RISERS

PC STL SECURITY FENCING TO CONC PIER, SEE DETL 6/A10

PTD GWB SOFFIT (3) SIDES

DATE

FIELD-PAINTED STRUCT STL FRAMING AT PILOT HOUSE ROOF, SEE S SERIES DWGS

WINDOW BEYOND

2 / A17

2' - 8" 53' - 4"

ELECTRICAL ANNEX ENLARGED PLAN AT EL. 19.50' DUAL GLAZED STRUCT CHANNEL GLASS AND INTERIOR ELEVATIONS

PTD EXT GWB CEILING

A19

DWG

11' - 6"

3' - 6"

R-38 MIN BATT INSUL AT SOFFIT CAVITY

DRAFT STOP

19' - 7 1/2"

DRAFT STOP

1' - 2" 2 EQ RISERS

5.31

GENERAL ARCHITECTURAL

1' - 2" 2 EQ RISERS 3' - 6" 3' - 5" 1' - 0" (2) EQ RISERS 8' - 1 1/4"

6 27/32"

BEAM WEB (3) SIDES

13' - 4"

5.12 PRT WD BLKG AT

(2) EQ RISERS AT WALL OPENING BEYOND

13' - 4"

SEALANT AT T.O. EXT GWB SOFFIT ALL SIDES OF OPNG

WALL OPNG

SCALE: 3/8" = 1'-0"

L2 28.83'

2' - 3 7/8"

1' - 2" 2 EQ RISERS

RESTROOM 103 - RCP STAINLESS STL RAINSCREEN ASSEMBLY

SHEET

5' - 0 1/4"

13' - 4"

2' - 4 5/8"

CONTINUOUS 1-HR FIRE RATED CMU WALL 1' - 2" 2 EQ RISERS 25' - 11 1/2"

R-10 CONT RIGID INSULATION

5' LINEAR LED LIGHT FIELD-PAINTED POWDER-COATED STRUCT STL FRAMING, STL STAIR H3 STRINGERELECT SEE S DWGS 202

1 ________

23.04

10' - 8" CMU WALL

2 / A17

1' - 2" 2 EQ RISERS

23.10

7" RISE TYP

18" MIN 39" - 41"

1' - 4" 40" MAX

13' - 4"

1' - 0"

2 / A17

2' - 0" TYP

8 1/2" A19

5/8" EXT SHEATHING W/ PERMEABLE AIR BARRIER

42.17' 5.09

TOG 68.83

HSS GIRT, CONT T.O. PARA WALL, SEE S SERIES DWG

5.31 DWG

DECK POUR STOP TO MATCH STRUCT STL FRAMING

OPEN

3.01

2' - 0"

FIELD-PTD STL COLUMN BEYOND, EQSEE S SERIES DWGS EQ

PTD GWB (OBLIQUE PROJ)

SCALE: 3/16" = 1'-0"

8.04

2' - 10"

A24

5.31

3' - 6"

INSULATED FLOOR HATCH

1' - 1 1/4" 2 EQ RISERS

+/- 2' - 4"

5.27

6" MTL STUDS W/ R-21 BATT INSUL

CONSTRUCTION KEYNOTES

DRAFT STOP

5.11

ENLARGED STAIR SECTION LOOKING ELECTRICAL ANNEX / -FIRE LADDERWEST SECTIONA22LOOKING SOUTH 3 SCALE: 1/4" = 1'-0"

SCALE: 1/8" = 1'-0"

48" MAX

7' - 7 1/4"

48" MAX

15" MIN.

1' - 6" 1' - 6"

2 / A17

1' - 0"

ELECT 202 PUMP RM 101

33" - 36"

9' - 0"

1' - 0"

1 1/4" 2 / A17

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

CONCRETE ROUGH OPENING

LADDER RUNG-MTD EXTENDABLE GUIDE POLE

7 3/4"

GLASS CHANNEL

6 EQ RISERS

OPEN

5.13 2-PLY SBS ROOF OVER RIGID INSUL & MTL DECK

PUMP VAULT STAIR SECTION FIELD-PAINT EXPOSED ROOF

6" DOWNLIGHT RECESSED CAN, TYP. SEE ELEC DWGS

SEE STRUCT DWGS

5.07

5/8" INT CEMENT BOARD W/ IMPERMEABLE CHEMICALLY RESISTANT AIR & VAPOR BARRIER

5.16

B.O. LADDER

7 EQ RISERS 8 EQ RISERS

3' - 6" X 3' - 6"

FLOOR HATCH

6 EQ RISERS

3' - 5"

FRAMING, SEE STRUCT DWGS

7 1/2"

L1 15.50'

5' - 4"

6' - 4"

3' - 0" 7 EQ RISERS

4' - 0"

2' - 0" TYP

FIRE LADDER / HOISTWAY

8 EQ RISERS 7 EQ RISERS

4' - 0" 4' - 1"

A23

L3 42.17'

STAINLESS STEEL COPING MATCH RAINSCREEN PANE

SCALE: 1 1/2" = 1'-0" MTL COPING CAP AT T.O. CMU WALL

STAIR SECTIONS AND DETAILS

5.06 FIELD-PAINTED STRUCT STL POSTS AS REQ'D AT STAIRWELL, SEE S DWGS

RAINSCREEN PANEL HORIZ JT

A12

23.09

1' - 2" 4' - 8"

13' - 4"

3' - 6"

28.83'

2' - 10 3/4"

15.50'

PTD STL BEAM, SEE HVAC DUCTWORK, STRUCT DWGS SEE H SERIES DWGS

6" CFM MTL STUDS W/ R-21 BATT INSULATION, 5/8" EXT SHEATHING, SEE 1 / A17 FOR TYP SECTION DETAIL

5.22

OCCUPANCY SENSOR, BEYOND (OBLIQUE PROJECTION) SEE ELEC DWGS CL HT: 9' AFF FIELD-PTD STRUCT STL

5.21

1' - 2"

4' - 8"

13' - 4"

3' - 9" L2 / L3 R.O.

SINK MIRROR

R1 55.50'

5.23

POWDER-COATED STL CHANNEL STRINGER, COPE L1TO LANDING EDGE CHANNEL SAME SIZE

1' - 1 1/4" 2 EQ RISERS

10" 1' - 10"

3' - 0"

3' - 6"

3' - 5"

6 EQ RISERS

3' - 6"

6 EQ RISERS

1' - 2" 4' - 8"

8 EQ RISERS

1' - 4"

7 EQ RISERS

1' - 2" 4' - 8" 1' - 2" 1' - 11 "

4' - 8"

13' - 4" 7' - 4"

7 1/2"

T.O. STL

A12

ELECT 302

SEE SHEET A21 PLANS

GENERAL ARCHITECTURAL

3' - 0"

SECTION LOOKING EAST NO.

ON FULLSIZE SHEETS

4/7/2026 3:39:07 PM 33" - 36"

5' - 0"

SEE STRUCT DWGS

13' - 4"

L1 15.50'

MAT SLAB W/ WATERPROOFING

SCALE: 1/8" = 1'-0"

3' - 0"

OPERABLE LEAF

WATER PROOFING MEMBRANE & PROTECTION BD

7 1/2"

MILL CREEK REPLACEMENT OF THE INTERCEPTOR L2 BEYOND STREET PUMPING STATION 42ND

B3 -30.00'

ELECT 302

POWDER-COATED STL SECURITY GATE

7 EQ RISERS

B3 -30.00'

13' - 4"

53' - 4" 13' - 4"

CIP 3' - 8"

B1.5 -2.50'

B2 -17.40'

23.06

A12

8 EQ RI

AS NOTED

A22

1 1/2" DIAMRAINSCREEN STAINLESSPANEL VERT JOINT BEYOND (OBLIQUE PROJECTION) STL HANDRAIL

DRAFT STOP

PHILADELPHIA WATER DEPARTMENT PHILADELPHIA, PENNSYLVANIA

4' - 0"

B2 -17.40'

6 7/8"

7" SCALE

DESCRIPTION

SOFFIT

APPD

1' - 5 1/4" 6"

CHECKED

DATE

STL SUPPORT ANGLE

3' - 4 3/4"

BOD

NO.

L2 28.83'

7' - 8"

A25

SCALE: 1/4" = 1'-0"

2' - 11 1/4"

3.15

LADDER

1 ________

A19

NON-PENETRATING POWDERCOATED STL GUARDRAIL W/ LADDER SIDE ACCESS GATE

3' - 4"

GWB CLG

DRAWN

APPROVED

3' - 4"

B1 4.00'

45' - 6"

PHILADELPHIA, PENNSYLVANIA 19103

6 7/8"

13' - 4" 13' - 4"

10' - 2"

6" MTL STUD ABV

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

3.14

TYPICAL MOUNTING HEIGHTS

1 1/2" SQ POWDERCOATED STL GUARDRAIL

5.14 PTD STL ANGLE, SEE STRUCT DWGS

1' - 3"

6' - 8"

CONC DETAIL @ LANDING EDGE SECTION B.O. STAIR TRANSITION DETAIL 4

A13

7' - 4"

OF STUD

6' - 5"

PHILADELPHIA SEE H SERIES DWGS WATER DEPARTMENT PHILADELPHIA, PENNSYLVANIA

COPED POWDER-COATED STL CHANNEL STRINGER

MIN. & MAX. HEIGHTS REFER TO

SCALE: 1 1/2" = 1'-0"

CONCRETE LANDING

LANDING STAINLESS STL RAINSCREEN A22 SCALE: 1 1/2" = 1'-0"

REPLACEMENT OF THESOAP ADA TOILET RECESSED PAPER DISPENSER HAND DRYER TOWEL/WASTE 42ND STREET PUMPING STATION COMBO NOTE: SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. A23

7' - 8"

OPERABLE PARTS OF FIXTURES R-30 BATT INSUL AT PARAPET MTL STUDS

A10

8.09

3/4" 1' - 6"

5/8" EXT SHEATHING W/ AIR BARRIER

7' - 8"

RUN TYP

SLAB ON GRADE SEE S SERIES DWGS

23.03

A18

101-2

HSS

14' - 0"

5.31

DESIGNED

ON FULLSIZE SHEETS

BAR MEASURE 1"

7' - 7 1/2"

7 5/8"

EAST ELEVATION

TOG SECTION DETAIL @ B.O. STAIR68.83' 1

A22

4 ________

3' - 9"

42" GRAB BAR ROOF HATCH

POWDER-COATED MTL 6' - 5" RISER/TREAD PAN

SCALE: 1/4" = 1'-0"

6" STRUCT CONC & MTL PAN FLOOR DECK AT ELECT RMS 202 & 302, SEE S SERIES DWGS

42.17' A25

5" 8"

B1.5 1700 MARKET STREET, SUITE 2130 -2.50'

39" - 41"

7" 1' - 6"

3' - 3"

36" GRAB BAR

A19

SEE E SERIES DRAWINGS FOR ELEC EQUIPMENT

2 ________

7' - 4"

3 5/8" 1 1/4"

18" VERTICAL GRAB BAR

A22 10

2 ALUM PLATE RAINSCREEN

1' - 0"

ERV UNITS

SOAP DISPENSER

8 ________

CONC-ENCASED STL COLUMN

6' - 11"

4' - 8 1/2"

L1 15.50'

STORAGE SHELVING

POWDER-COATED STL FENCING

PTD STL FIRE LADDER TO 2ND FLR ACCESS HATCH

R.O. CONC

3 5/8"

5" 7' - 2"

H6 10

CONC ROUGH OPENING

3.01 5"

5.30

2' - 8"

3 5/8" 3' - 10"

5.16

PUMP RM 101

3' - 0"

5' - 10"

5.22

6 7

1' - 6"

WALL HUNG WC

LINE OF FLR HATCH OPNG ABV

11' - 6"

3 5/8"

3.13

11' - 6"

2' - 11 1/2"

5.14

4" NOM CMU

8.09

H6 4

SCALE: 3/8" = 1'-0"

5.04

MAT SLAB W/ WATERPROOFING

1' - 0"

8' - 0" 1' - 0" 11" 4' - 0"

3' - 0"

101-1

102-15.02

13' - 4"

ENLARGED ELEC ANNEX PLAN5.12

3' - 0"

R-10 CONT RIGID INSUL W/ 5/8" CEMENT BD & IMPERMEABLE CHEMICALLY-RESISTANT AIR & VAPOR BARRIER. ALL COMPONENTS 2-HR RATED

A19

IMPERMEABLE CHEMICALLYRESISTANT AIR & VAPOR BARRIER

6' - 6"

3.15

1' - 6"

5.16

SHOWER SEAT A12

2-HR RATED 18" REINF CIP CONC WALL, SEE S SERIES DWGS

14' - 10 13/16"

14' - 1"

5.30

4' - 0"

L2 28.83'

OVER CMU WALL

SEE ELEC DWGSCONT RIGID INSUL R1 3 FOR PUMP RM 2-HR RATED 5/8"55.50' 1' 9" A14 SUSPENDED CEMENT- BD LIGHTING CANOPY

12' - 7 3/16"

7' - 6"

8.09

PUMP RM TROUGH SINK 101

8.04 VESTIBULE 102

45' - 6"

3' - 6"

102-1

5.14

A19 4.01

2' - 4 3/8" 2"

A19

RESTROOM 7 8.06103

3 14' - 0"

IF "V

ACCESSIBLE SHOWER HEAD

EUH UNIT, SEE H 4.02 SERIES DWGS

MIRROR - 3'X4' CENTERED ON SINK

2 L3 ________ 42.17' A14

ers\bodonnell\OneDrive - Converse Winkler Architecture\Documents\01875.08-PS_CWA_A_bodonnellETBN9.rvt

2' - 0"

A19

13' - 4"

3 5/8"

FD, SEE P DWGS

8" CONC RETURN WALL

103

A19

7.03

5' - 0"

POWDER-COATED STL FIRE LADDER ANCHORED TO CONC RAINSCREEN SYSTEM WALL

5.07

L3 42.17'

H1 DISPENSER SEAT COVER

-9

13' - 4"

MTL RWC SCUPPER AS NOTED 9 FROM PILOT HOUSE ROOF 10

2-HR RATED R-10

23.02

7.07

2' - 0"

R-10 RIGID INSUL W/ 5/8" CMT BD

R-10 3'RIGID - 0" CIPINSUL WALL MAT WATER I PROOFING

SUPPLY GRILLES, SEE H SERIES DWGS WALL-MTD 1" PARTITION DOOR & PANEL

8.01

A19

2" RIGID INSUL W/ 5/8" CEMENT BD TO GLASS CHANNEL SILL

1' - 7 1/ 2"

SCALE

7.07

2 R1 55.50' A12

23.03 6

4B 4

7 ________

A17

8.04 ABV

3.02

A10

3.13

102-2

A22 3' - 9"

CLR

TOG 68.83'

4 ________

CONC WALKWAY, SEE C SERIES DWGS

3' - 7"

5' - 2"

8.04

B1 4.00'

A16

1' - 1"

24" SQ MOP BASIN SINK

3.08

L1 15.50' A15

1' - 0"

13' - 4"

5.07

CONC SILL

STAIR 104

1' - 1"

R1PLATE RAINSCREEN AT ALUM PARAPET 55.50'INTERIOR FACE, SEE SHEET A11

DESCRIPTION

12' - 1 1/4"

11"

1' - 3"

1-HR RATED 8" NOM INSULATED CMU WALL TO ROOF DECK

(SEE SHEET A21)

R-10 RIGID INSUL W/ 5/8" CMT BD

5.26

LADDER RUNG-MTD EXTENDING GUIDE POLE

TOILET PAPER DISPENSER DUAL JUMBO ROLL EACH 14' --0"

7' - 28"

SCALE: 1/4" = 1'-0"

PAPER COMBO UNIT - AUTO, 56' SEMI-RECESSED 1 - 2" RAINSCREEN PANELS, SEE TOWEL/TRASH 7 / A-11

6' - 5"

11" 8

68.83'

6 ________

5' - 4"

ELECT 202

APPD

PB A15

SECTION DETAIL @ T.O. STAIR

SCALE: 1 1/2" = 1'-0"

12" MIN

TOILET PARTITION TYP & DOOR

EAST ELEV - LAV

A19

ENLARGED STAIR SECTIONTOG -F LOOKING EAST

5.23

R7 '-4 "

HOOK REACH

12" REINF CIP CONC WALL, SEE S DWGS A22 4" CMU WALL, PAINTED 8" CMU WALL, PAINTED INSULATED DUAL-GLAZED STRUCT CHANNEL E GLASS WINDOW

SCALE: 1/4" = 1'-0"

23.08

104-1

FIRE PROTECTION STANDPIPE, SEE P SERIES DWGS

ELECT 302

3.13 4.01 4.02 8.04

BOD

CHECKED

-4

3/4" 12' - 1 1/4"

SCALE: 1/4" = 1'-0"

3 7 ________

24" MIN

SOUTH ELEVATION

A19

5' - 4"

1' - 11 "

DRAWN

1700 MARKET STREET, SUITE 2130 5.25 PHILADELPHIA, PENNSYLVANIA 19103 3 ________ A18 ° 33 5.17 5.

DATE 36' - 3

EQ 5' - 10"

B.O. SOFFIT

A22

NO.

APPROVED

6' - 0" MAX

s\bodonnell\OneDrive - Converse Winkler Architecture\Documents\01875.08-PS_CWA_A_bodonnellETBN9.rvt 11' - 4 3/4"

DESIGNED A22

GLASS CHANNEL HEAD

A12

A22

1' - 0 3/ 4"

A13

SEE ELEC DWGS FOR PUMP ROOM LIGHTING CANOPY

CT-1, FULL HEIGHT TYP

DAVIT CRANE, SEE S, M SERIES DWGS

13' - 4"

A22

1-1/2" SQ POWDER-COATED STL GUARDRAIL

NO FINISH BEYOND

ACCESSORY LEGEND - RESTROOM 102-2 HINGED, SINGLE LEAF PARAPET COPING CAP A18 CONSTRUCTION KEYNOTES 3 ________ ROOF ACCESS HATCH

104-1

6' - 5" A10

36" MIN

8' - 0"

12' - 1 1/4"

13' - 4"

8' - 0"

11' - 4"

SCALE: 1/4" = 1'-0"

40' - 0"

5' - 0"

L1 B 15.50'

104-1

51' -AT 10" FIELD-PAINTED STRUCT HSS HEADER EXT DOORS, SEE S DWGS 12' - 11" 16' - 2"

WEST ELEV - LAV

A19

12" MAX

STAINLESS STL HANDRAIL BRACKET, GUARDRAIL-MTD

TOILET PARTITION & DOOR

ACCESSIBLE SHOWER HEAD

202

4/7/2026 3:38:57 PM

A13

BAR MEASURE 1"

2" 8"

7" 5' - 4"

7" 7' - 0"

2' - 10"

8" 7"

8 EQ RISERS 7 EQ RISERS

SCALE: 1/4" = 1'-0"

CT-1

18" MIN

39' - 6"

1' - 2" 2 EQ RISERS

1' - 2" 2 EQ RISERS 3' - 6"

9' - 0" 6' - 8"

CONTINUOUS 1-HR FIRE 1' - 2 2 EQ RI

3' - 5"

3' - 6"

NORTH ELEVATION

A19

SCALE: 1/4" = 1'-0"

A14

1' - 3" 9' - 2"

13' -

1' - 2" 2 EQ RISE 7" 6 27/32"

6 EQ RISERS 6 EQ RISERS

NORTH ELEV - SHO

A19

3 ________

L2 28.83'

2' - 3"

4' -

8 EQ RI

13' -

1' - 2"

PT-1

5.31

98' - 10"

ENLARGED STAIR SECTION - LOOKING WEST 2A

13' - 4"

1' - 3"

7' - 8 1/2"

5.06

12' - 8"

L2 28.83'

CT-1

FILE: C:\Users\bodonnell\OneDrive - Converse Winkler Architecture\Documents\01875.08-PS_CWA_A_bodonnellETBN9.rvt

CT-1

103

8' - 0 1/2"

L3 42.17'

TOILET PARTITION & DOOR

STL HANDRAIL

1/2" SQ POWDER-COATED STL PICKETS

1 +/-

rs\bodonnell\OneDrive - Converse Winkler Architecture\Documents\01875.08-PS_CWA_A_bodonnellETBN9.rvt

OPEN

ALUM PLATE RAINSCREEN AT PARAPET INTERIOR FACE, 1 SEE SHEET A11 A22 SCALE: 1/4" = 1'-0" OPP

R1 55.50'

A22

TOILET PARTITION & DOOR

CT-1

1' - 2" 13' - 4"

L1 15.50'

TOG 68.83'

CT-1

WEST ELEV - SHO

SCALE: 1/4" = 1'-0"

4' - 0"

4' - 8"

A19

3' - 5" 3' - 6"

L2 28.83'

6' - 4"

FILE: C:\Users\bodonnell\OneDrive - Converse Winkler Architecture\Documents\01875.08-PS_CWA_

BAR MEASURE 1"

ON FULLSIZE SHEETS

4/7/2026 3:39:02 PM

BAR MEASURE 1"

ON FULLSIZE SHEETS

4/7/2026 3:38:55 PM

ACCESSIBLE SHOWER HEAD

WATER HEATER, SEE P SERIES DWGS

5 ________

SCALE: 1/4" = 1'-0"

SCALE

A14

SCALE: 1/2" = 1'-0"

PHILADELPHIA WATER DEPARTMENT SCALE

A22

SEC 1

A14 SCALE:

Meadowood Retirement Community Health Education Center Modernization Site: 3205 Skippack Pike, Lansdale PA Building Area: +/- 8,500 SF Client: Meadowood Senior Living Revit 2025, Hand Responsibilities: -Create project Revit model from existing hand-drafted record drawing scans -Product Research- Pricing research, technical coordination- adapt product specs to project-specific conditions -3D Revit section box diagrams for client review & approval (furniture, equipment layout) -Schematic design option hand sketches on trace for client review & approval (main entrance portico exterior addition) -Schematic design drafting (floor plan options, RCP) -Existing conditions surveys

Option 2 selected by client (Sketch over exist conditions photo)

CONVERSE WINKLER ARCHITECTURE

ARCHITECTURE 331 MONTGOMERY AVE BALA CYNWYD, PA 19144

331 MONTGOMERY AVE BALA CYNWYD, PA 19144

WHEELCHAIR WASH B10

B11A

STAIR B09

8'0"

6'-0"

+/- 11'-0" TO ROAD

13'-6 1/4"

+/- 11'-0" TO ROAD

13'-6 1/4"

EXISTING ASPHALT ROAD

8'-11 1/4"

1 A603

8'-11 1/4"

SCALE: 1/8" =TO 1'-0" SP-G RECORDS -MOVE MEDICAL ANOTHER -SERVICE DOOR ENTRY AT BACK-OF-HOUSE LOCATION / BLDG -MOVE MEDICAL RECORDS TO ANOTHER LOCATION / BLDG

OVER-BED TABLE

MOBILE LECTURN

ELEC PATIENT BED

BED-SIDE TABLE & CHAIR

NEW RETAINING WALL SOUTH SIDE

32'-6"

Project number

11'-7 7/8"

F U R N I T U R E & EQ U I PME N T PL AN - BASE ME N T

Drawn by

4 7/8"

REMOVE EXIST RETAINING WALL NEW RETAINING WALL SOUTH SIDE

32'-6"

Checked by

SCALE: 1/8" = 1'-0"

A603

Project number Date

1/8" = 1'-0" Drawn by Checked by

CW2500.02 08/11/2025 BFO JP

SP-G Scale

1/8" = 1'-0"

ROUND TABLE

SECTIONAL WHITEBOARD

6'-0"

15'-10 3/4"

REMOVE EXIST RETAINING WALL

OFFICE B02A

CLASSROOM B03

COMMODE CHAIR

(ETR) CONC RETAINING WALL

Scale

CORRIDOR B01

VESTIBULE B01A

8'-5 1/2" VIF

CORRIDOR B01

Date

OFFICE B05D

11'-7 7/8"

SKILLS LAB B04

12'-5 1/2"

TERRACE CLASSROOM CONVERSION

BUILT-IN DESK & OFFICE CHAIR

TERRACE CLASSROOM CONVERSION

1.7 6

OFFICE B02B

1 A603

VESTIBULE B01A

24'-5 3/4"

8'-11 1/4" 11'-7 7/8"

MEADOWOOD

TERRACE CLASSROOM CONVERSION 12'-5 1/2"

7'-10" EXIST VIF

MEADOWOOD

24'-5 3/4"

SOILED LAUNDRY CONTAINER

32'-6"

Date

TERRACE CLASSROOM CONVERSION

B05D

RR 1 B05B

Description

SERVICE DOOR SPACE EQUIPMENT PLAN - OP/TION 1 G SCALE: 1/8" = 1'-0" FURNITURE SERVICPLAN E D O O R SPAC E P L AN - O PT I O N 1 G 1 SP-G SCALE: 1/8" = 1'-0" SPACE PLAN G OPTIONS 1 & 2 1.3 5 1 4 3 CW2500.02 09/04/2025SERVICE BFO ENTRANCE 16'-8"

No.

MEADOWOOD

9/9/2025 11:55:24 AM

CORRIDOR RELOCATED B01 MEDICAL RECORDS COPY B15A MACHINE

SER VI C E D O O R SPAC E P L AN - O PT IO N 2 G SCALE: 1/8" = 1'-0" SERVATICBACK-OF-HOUSE E D O O R SPAC E P L AN - O PT I O N 2 G 2 ENTRY -SERVICE DOOR SLOPE DN 1:20

32'-6"

REVISIONS: SCALE:

146'-8"

0" 6'-

SLOPE DN 1:20 6'-0"

1 SP-G

4'-

6'-

EXISTING ASPHALT ROAD

(ETR) CONC RETAINING WALL

32'-6"

(ETR) CONC WALKWAY

C L ASSR O O M B 0 3 - N E I SO M ET R I C VI E W

2 A603

PATIENT LIFT

OFFICE B02A

VESTIBULE B01A

B.1

NEW PAVED WALKWAY

2 SP-G

VESTIBULE (ETR) CONC WALKWAY B01A

Date

WALL CLOCK

OFFICE 8'-5 1/2" B05D

VIF

RECESSED ENTRANCE W/ VISION PANEL & SIDELITE

SCALE:

PRACTICE MANNEQUINS M/F

REVISION No. De

EXIST CORRIDOR

REVISIONS: SKILLS LAB B04 - NE ISONo. METRDescription I C VI E W

MEADOWOOD

+/- 11'-0" TO ROAD

146'-8"

" 10 EQ OFFICE 7'-

SCALE: 1/8" = 1'-0"

32'-6"

" '-6

8'-

NEW PAVED WALKWAY

3'-

6'-0"

6'-

RELOCATED

RR 1 B05B

SOUTH SIDE ROUND TABLE

SER VIC E D O O R SPAC E P L AN - O PT I O N 1 G

1 SP-G

4'-

SLOPE UP 1:8

BED-SIDE TABLE & CHAIR

COMMODE CHAIR

RR 1 NEW RETAININGB05A WALL

OFFICE B02B

SHELVING

REMOVE EXIST RETAINING WALL

RELOCATED MEDICAL RECORDS B15A

6'-0"

2'-

" 1/4 '-8" 2'-010 EQ +/-7 SERVICE EQ ENTRY

GRASS -SERVICE DOOR ENTRY AT BACK-OF-HOUSE MEDICAL -MOVE MEDICAL RECORDS TO ANOTHER RECORDS COPY LOCATION / BLDG B15A MACHINE 0" 6'-

ELEC PATIENT BED

4 7/8"

BUILT-IN DESK & OFFICE CHAIR

(ETR) CONC RETAINING WALL

" '-6

3'-

SERVICE 6 ENTRY

MOBILE LECTURN

JANITORS CLOSET B05

RESIDENTS STORAGE B05E

8'-

SLOPE UP 1:8

SLOPE DN 1:20

CORRIDOR B16

32'-6"

SER VI C E D O O R SPAC E P L AN - O PT I O N 2 G SCALE: 1/8" = 1'-0"

ACTIVITY JANITORS STORAGE CLOSET B06 B05

MECHANICAL B14

'20

OFFICE B02A LAUNDRY B15

SECTIONAL WHITEBOARD

OFFICE B02A

B03 B05B

EQ OVER-BED TABLE

12'-5 1/2"

6'-1 1/4"

+/-

EQ CORRIDOR B01

PALLET STAGING AREA / JACK STORAGE CORRIDOR (STANDARD 40"X48" - 48"X48" MAX)

B01 16'-8"

SOILED LAUNDRY CONTAINER

21'-8"

2'-

6'-

RELOCATED MEDICAL MECHANICAL RECORDS COPY B14 /4" B15A MACHINE 81

CORRIDOR B01

CLASSROOM B03

4 A603 STORAGE B05C

PRIVACY SCREEN OVER-BED TABLE

JANITORS CLOSET B05

8'-5 1/2" VIF

14'-0"

(18) OCCUPANTS RR 2 CLASSROOM

(ETR) CONC WALKWAY

EXIST WINDOW

STORAGE B05E

OFFICE B02B

" '-4

PALLET STAGING AREA / JACK STORAGE (STANDARD 40"X48" - 48"X48" MAX)

EXIST PIPING AT WALL MTL STUD & PTD GWB INFILL AT EXIST CLASSROOM ENTRANCE

ELECTRIC PATIENT BED

Date

EXIST PIPING AT WALL OFFICE B02B

B03

7'-7 1/4"

" '-0

OFFICE B05D EQ

ACTIVITY STORAGE B06 RR 1 CORRIDORB05B RESIDENTS OFFICE STORAGE B16 B05D B05E

5'-0"

8'-11"

Date

14'-0"

(10) OCCUPANTS CLASSROOM (18) OCCUPANTS

4'-

" 10 7'-

" 1/2 '-2

" '-6

3'-

SERVICE ENTRY

2 SP-G

" 1/4 '-8 20

RR 1 B05A

21'-8"

SKILLS LAB CORRIDOR B04 B16

MECHANICAL B14

RELOCATED CORRIDOR FLOOR FINISH FLOOR FINISH MEDICAL SERVICE ENTRY 8'-11" RECORDS B01 9 EXIST WINDOW SKILLS LAB FLOOR FINISH FLOOR FINISH B15A B04

RELOCATED MEDICAL RECORDS B15A

2'-

MECHANICAL B14

7'-7 1/4"

" 1/2 '-2

" '-0

PALLET STAGING AREA / JACK STORAGE (STANDARD 40"X48" - 48"X48" MAX)

RESIDENTS STORAGE B05E

SHELVING

COUNTER

" 1/2 '-1

CORRIDOR B16

B05B

SERVICE ENTRY

JANITORS

LAUNDRYCLOSET B15 B05

7'-7 1/4"

OFFICE B05D

TABLE & CHAIRS (10 PPL)

MTL STUD & PTD GWB INFILL AT EXIST CLASSROOM ENTRANCE

RECESSED ENTRANCE W/ VISION PANEL & SIDELITE

ACTIVITY STORAGE B06

SCALE:

RELOCATED MEDICAL RECORDS B15A

EXIST 2X6 WALL RRSHEAR 2 5'-0"

B05D Q

MOBILE LECTURN

31'-10"

VESTIBULE RESIDENTS B01A C L ASSR O O M B 0 3 - N E I SO M ET R I C V IE W

2 A603

(10) OCCUPANTS

FD FD

" '-0

ACTIVITY STORAGE B06

COUNTER

" Q 10 OFFICE 7'- WALLECLOCK

RR 1 B05B

PATIENT LIFT

B05C B04-1

REVISIONS: EXIST CORRIDOR No. Description

7'-10" EXIST VIF

MANNEQUINS M/F

EXIST 2X6 SHEAR WALL MECHANICAL B14

10 PRACTICE

SKILLS LAB B04

DRY GOODS STORAGE B07

OFFICE B02A

CLOSET B05EQ

STORAGE B05C COPY MACHINE

SCALE:

TABLE & CHAIRS (18 PPL)

WALL CLOCK

RECESSED ENTRANCE W/ VISION PANEL & SIDELITE

ELEV EQUIP B08

EXIST CORRIDOR

EXIST FLOOR DRAINS

WHITEBOARD

PATIENT LIFT

31'-10"

15'-10 3/4"

" '-5

CORRIDOR EQ B16

21'-8"

RR 2 B05A

SKI L L S L AB B0 4 - N E I SO M ET R I C VI E W

4 A603

RR 1 B05B

MEDICALFD STORAGE RECORDS B13 B05C

7'-10" EXIST VIF

7'-2" 26

COPY MACHINE

OVER-BED TABLE

EXIST PIPING AT WALL

EXIST FLOOR DRAIN

REVISIONS: No.B04 Description

31'-10"

21'-0 5/8"

" '-5

RESIDENTS

EXIST WINDOW STORAGE 4" B05E8 1/ '- " 2010 EQ JANITORS +/-7'-

ELEVATOR B08A

CLASSROOM ELECTRIC PATIENT BED (18) OCCUPANTS MTL STUD & PTD GWB INFILL AT EXIST CLASSROOM ENTRANCE PRIVACYB03 SCREEN

6'-1 1/4"

B05A

CORRIDOR B01

OFFICE B02B

31'-10"

MOP SINK / SERVICE BASIN

WHEEL CHAIR STORAGE

COUNTERTOP W/ SINK, BACKSPLASH, BASE & UPPER CABINETRY

EXIST PIPING AT WALL

STORAGE STORAGE B05EB05C

RR 2 EXIST PIPING AT WALL

FLOOR FINISH

JANITORS CLOSET B05

STORAGE

MOBILE LECTURN

CENTRAL SUPPLY B12

7'-2"

" 1/2 '-2

7'-7 1/4"

ACTIVITY FLOOR FINISH STORAGE B06

(10) OCCUPANTS

SERVICE 11 BASIN

MTL STUD & PTD GWB INFILL AT EXIST CLASSROOM ENTRANCE RESIDENTS

EXIST CORRIDOR

MECHANICAL B14 8'-11"

SERVICE ENTRY /4" 81 0'/- 2

B16

SKILLS LAB B04

" 1/2 '-9

7'-7 1/4"

JANITORS RECESSED ENTRANCE W/ CLOSET VISION PANEL & SIDELITE B05 MOP SINK / CORRIDOR

TABLE & CHAIRS (10 PPL)

DRY GOODS STORAGE 5'-0" B07

SCALE:

MANNEQUIN STORAGE

14'-0"

PATIENT LIFT

21'-0 5/8"

" '-5

COUNTER

RESIDENTS OFFICE STORAGE B05D B05E

ELEC / DATA / PHONE B11

7'-2"

MECHANICAL B14 RELOCATED MEDICAL RECORDS B15A

ACTIVITY STORAGE B04 B06

RR 1 B05B

CORRIDOR B16

B05C B04-1

UPPER CABINETRY

UP TABLE & CHAIRS (18 PPL)

C L ASSR O O M B0 3 - SW I SO M ET R IC VIE W

3 A603

SCALE:

EXIST FLOOR DRAINS

STAIR B09

WALL CLOCK

SKI L L S L AB B0 4 - SW I SO M ET R I C VI E W

STORAGE

EXIST FLOOR DRAIN

5 A603

EXIST PIPING AT WALL

WHITEBOARD

DRY GOODS STORAGE COUNTERTOP W/ SINK, BACKSPLASH, B07 BASE &

C L ASSR O O M B0 3 - SW I SO M ET R IC VIE W

WHEELCHAIR A603 SCALE: WASH B10

31'-10"

MANNEQUIN STORAGE

7'-7 1/4"

" '-5

" 10 7'-

STORAGE B05C

RR 2 ACTIVITY STORAGE B05A B06

ELEV EQUIP EQ B08

MEDICAL RECORDS B13

TABLE & CHAIRS (18 PPL) WHEEL CHAIR STORAGE

ELEC B11A

WHEEL CHAIR STORAGE

21'-0 5/8"

ELEVATOR B08A

EXIST 2X6 SHEAR WALL

13'-6 1/4"

OFFICE B05D

B05C

MANNEQUIN STORAGE

'-0 44

SCALE:

31'-10"

7'-2"

" 3/4 '-9

PLANT OPPERATIONS B13

ELEV EQUIP B08

SERVICE BASIN

B07

STORAGE B05E

COPY MACHINE

GRASS

B05C

SKILLS LA" B B04 - SW ISOMETRIC VIEW

5 A603

7'-2"

STAIR B09

7'-2"

" 1/2 '-3

ELEVATOR B08A

ELEV EQUIP B08 JANITORS CLOSET DRY GOODS B05 STORAGE MOP SINK / RESIDENTS

/4" 81 0'/- 2

0" 6'-

FD OFFICE B05D

WHEEL CHAIR STORAGE

ACTIVITY STORAGE CENTRALWHEELCHAIR B06 SUPPLY WASH B10 B12

B13

SLOPE UP 1:8

MOBILE LECTURN

B04

MANNEQUIN STORAGE

PLANT ELEC / DATA / MECHANICAL PHONE OPPERATIONS B14 B11

+/-

EXIST PIPING AT WALL

RECESSED ENTRANCE W/ VISION PANEL & SIDELITE

CORRIDOR B16

MOBILE LECTURN

B03

EXIST CORRIDOR

OVER-BED TABLE

B04

ELEVATOR B08A

ELEC B11A

CENTRAL SUPPLY B12

TABLE & CHAIRS (10 PPL)

PATIENT LIFT

EXIST PIPING AT WALL

33 B

MTL & PTD GWB INFILL AT EXIST ENTRANCE

TABLE & CHAIRS (18 PPL)

EXIST 1-HR RATED 3 5/8" MTL STUD PARTITION 13

'44

ELECTRIC PATIENT BED

SECTIONAL WHITE BOARD 12'-0" WIDTH

EXIST CORRIDOR

MTL STUD & PTD GWB INFILL AT EXIST CLASSROOM ENTRANCE

BED-SIDE TABLE & CHAIRS

B03

RECESSED ENTRANCE W/ VISION PANEL & SIDELITE

COMMODE CHAIR

331 MONTGOMERY AVE PRIVACY SCREEN BALA CYNWYD, PA 19144

MTL & PTD GWB INFILL AT EXIST ENTRANCE

EXIST CORRIDOR

OVER-BED TABLE

B07

CENTRAL SUPPLY B12 0"

EXIST CORRIDOR

TABLE & CHAIRS (10 PPL)

PATIENT LIFT

STAIR B09

MTL STUD & PTD GWB INFILL AT EXIST CLASSROOM ENTRANCE

ELECTRIC PATIENT BED

C W A

RECESSED ENTRANCE W/ VISION PANEL & SIDELITE

EXIST PIPING AT WALL

ELEV EQUIP B08 ELEC / DATA / PHONE DRY GOODS B11 STORAGE

COMMODE CHAIR

BED-SIDE TABLE & CHAIRS

6'-1 1/4"

ELEVATOR B08A

PRIVACY SCREEN

SECTIONAL WHITE BOARD 12'-0" WIDTH

B.1

EQU FURN

32'-6"

1.7

1.3

F U R N I T U R E & EQ U I PME N T PL AN - BASE ME N T SCALE: 1/8" = 1'-0"

MEADOWOOD

ELEC B11A

CONVERSE WINKLER ARCHITECTURE

RECESSED ENTRANCE W/ VISION PANEL & SIDELITE

EXIST PIPING AT WALL

WHEELCHAIR WASH B10 ELEC

Project numb Date Drawn by Checked by

A6 Scale

SPACE PLAN G OPTIONS 1 & 2 SERVICE ENTRANCE Project number Date Drawn by Checked by

CW2500.02 08/11/2025 BFO JP

SP-G Scale

1/8" = 1'-0"

SPACE PLAN G OPTIONS 1 & 2 SERVICE ENTRANCE Project number Date Drawn by Checked by

CW2500.02 08/11/2025 BFO JP

SP-G Scale

1/8" = 1'-0"

Thesis - “The Woodland Suburb” Finalist for Best Thesis Finalist for Best Research Project

Autumn, Winter 2022, Spring 2023 - Arch Studio Site: Glen Mills Train Station, Glen Mills, PA Site Area: +/- 2,000 SF 30-Week Project (Individual) Revit, Enscape, Adobe Illustrator, Hand, Google Earth Pro

“Our failure is that of the western world and lies in prevailing values... The ticky-tacky houses, dysgenic city, and mined landscapes. This is the image of the anthropocentric man; he seeks not unity with nature, but conquest. Yet unity he finally finds, only when his arrogance and ignorance are stilled and he lies dead under the greensward. We need this unity to survive.” -Ian L. McHarg, Design with Nature

Challenge Levittown-style neighborhoods (i.e. Toll Brothers developments) do not account for contemporary environmental & sustainable concerns, and this leads to both deforestation in current suburban development, and a lack of re-planting.

Need Suburban transects are neither sustainable from an ecological nor urban perspective. therefore, we need to effectively provide a more sustainable housing stock focus in suburban developments too.

Solution Create transit-oriented development along a reactivated West Chester rail line- Nodes along a ‘beaded necklace’, as well as a re-forestation plan that reclaims local defunct industry to compliment each node.

“Urbanize the countryside, ruralize the city.” -Arturo Soria y Mata, The Linear City

Historic ink drawing of station building

Parti

T.O.D. / Reforestation Plan - Wawa to West Chester

Statement The transit-oriented Glen Mills development will re-forest the adjacent quarry area, create walkable communities and improve the local ecological balance. This strategy will include denser community nodes around transit stops along the West Chester rail line, surrounded by dedicated park space. My proposal inverts the city grid so that Glen Mills will integrate sustainable aspects of both dense urban cores, and lightly/ undeveloped rural areas.

Existing Rail Bridge over Chester Creek

Existing Picnic Grove PICNIC GROVE

WEST WEST CHESTER CHESTER

CHEYNEY CHEYNEY UNIV. UNIV.

OO OD AN D WOO DLLAN ND W O N RB UB URB SSUB BBU

ROUTE111 111 ROUTE BUSRT RT BUS

GLENMILLS MILLS GLEN

OPPORTUNITY WAWA WAWA STATION STATION

LENNI LENNI

SEPTA SEPTA MEDIA/WAWALINE LINE MEDIA/WAWA WILLIAMSONFREE FREE WILLIAMSON TRADESCHOOL SCHOOL TRADE

SEPTA SEPTA WILMINGTONLINE LINE WILMINGTON

EXISTINGCHESTER CHESTER EXISTING CREEKRAIL RAILTRAIL TRAIL CREEK

US US ROUTE ROUTE 11

WEALTH

Existing Conditions Site Plan

OCTORARO RAIL TRAIL TO BALTIMORE (BY FRIENDS OF CHESTER CREEK)

ROUTE119 119 ROUTE BUS RT RT BUS

CHESTER CHESTER T.C. T.C.

WILMINGTON-WEST WILMINGTON-WEST CHESTER PIKE PIKE CHESTER

Western Delaware County - Pedestrian Transportation Plan

CHESTER CHESTER

PPLPARK PARK&& PPL WATERFRONTTRAIL TRAIL WATERFRONT

Thesis - Research (Master Planning)

‘Bulls-Eye’ Concept Along the Rosslyn-Ballston VA corridor, sector plans were created to guide future development in five Metro station areas, establishing goals and guidelines for desired public improvements, urban design, retail locations, infrastructure and open space. Between 1990 and 2000, population increased by nearly 107 percent within the 1/4 mile radius of the corridor’s metro stations, accounting for 28 percent of the County’s overall growth. Today, there are seven mixed-use, walkable and bicycle-friendly Metro transit villages. Two Metro corridors accommodate 36 million square feet of retail space and over 47,000 residential units.

Program Inventory - 1800 Residents To program the village, I started with how many people can support a full grocery store (1800), working backwards to arrive at roughly 1,100,000 SF. This supports ridership requirements of a single rail station. PROGRAM INVENTORY- 1800 RESIDENTS OCCUPANCY TYPE/USER RESIDENTIAL HOMES

FAMILY OWNED 50%

YOUNG PROFESSIONALS 50%

COMMERCIAL

Natural to Urban Transects of Density

Concepts of Levittown - Conditions to Avoid

Critique: Transects T3 & T4 are always the middleground of these two sustainable approaches (T1 or T6), which is neither sustainable from ecological nor urban perspective.

-What is the origin of a new community? -What is the quality of suburban life? -What is the effect of suburbia on behavior? -What is the quality of politics and decision making?

Therefore, we need to focus on improving the methodologies of T3-4 development, to effectively provide a more sustainable housing stock focus on suburban developments too.

INDUSTRIAL

50 SF/ HOUSING UNIT BILLIARD LOUNGE- 22,000 SF 56,250 SF TOTAL

OFFICE

16% OF POPULATION 288 PPL- 250 SF/EMPLOY 72,000 SF = 18,000 SF

SERVICES- GROCER

18,000 SF- 10 SF/PERSON 9 SM, 28 SF/PERSON ~50,000 SF

VOCATIONAL/TECHNICAL STUDENT MAKER SPACES

36,000 SF 5000 SF PER SPACE

PROFESSIONAL MAKER SPACES

7000 SF PER SPACE

HEALTH CLINIC

2000 SF/ 4 PATIENT ROOMS 10,000 SF

LOCAL BAKERY

2200-2400 SF

TOTAL= 1,148,650 SF TOTAL CURRENT SITE FOOTPRINT AREA- 298,900 SF

“transect-zones” transect.org

2400 SF- FAMILY OF (4) 600 SF/PERSON- 225 UNITS 540,000 SF 500 SF/PERSON- 900 UNITS 450,000 SF 990,000 SF

RETAIL

GREEN SPACE- RECREATION, OPEN

EDUCATIONAL

AREA RANGE

MASSING- 3-4 STORY AVERAGE AS LAID OUT

Centuripe, Sicily This old Tuscan village was studied as a precedent for a walkable pedestrian community. Similar to Glen Mills, the topography informs the linear nature of its development.

“The Line”- Saudi Arabia

Walkable Radius

Rem Koolhas Thesis “Exodus / The Voluntary Prisoners Of Architecture” Critique: It was a positive step to eliminate a favoritism of place, but Rem’s lines were still creating barriers. I am picking up these lines of the built environment and letting only nature and infrastructure pass through underneath.

Continuous Megastructure Proposals

Algiers Proposal- Le Corbusier

Critique: A problem with these proposals is that they did not have a sense of restraint or control, or a definitive sense of place along it. If Algiers or ‘The Line’ were more broken up and more considerate to the uniqueness of the different places they connect, they would perform better as urban planning schemes.

Conceptual Section Comparison

“The Radial Groundscraper”

Thesis - Master Plan

The master plan features a circular economy put into practice: A self supporting loop of goods & services that reuses, reforests, & supports lifestyles that are convenient, healthy and sustainable. New deciduous forest will be planted to form new undisturbed zones of forest habitat. CREEK R

OAD

Parti Diagram

540’ x 560’

D OA R S

: 2,717’ TALL

ILL

ON ST

AD RO

Scale Diagram

100’

300’

1. Village Center 2. Circular Economy Productive Zones 3. Wildlife Reserve Forest 4. Expanded Malvern Daycare Facilities

600’

1. Quarry Rim Park 2. County Living Wetland Machine 3. Reforested Quarry Resevoir 4. Existing Picnic Grove

E AT W T

AD RO

Thesis - Village Center Existing buildings of the village center are either preserved, repurposed, or restored to maintain the historical context of the town. New infill shops reflect the vernacular architecture of Glen Mills, while surrounding linear residences juxtapose this to respond to the sensibility of the surrounding forest. State Street in Media PA is among the only main streets in the country with a light rail line down its middle. This enhances the commercial district’s performance as a linear public space.

State Street (Media, PA)

Existing Picnic Grove

Site Section Looking Southeast

Site Section through Railroad Looking Southwest

Thesis - Building Research

Habitat 67- Moshie Safdie Kasbahism- Herman Hertzberger, ‘Space & The Architect’ Hertzberger states that by making buildings less like objects, and becoming more open, they can be read as an assemblage of components. Oppositions between the building and its surroundings are cancelled by allowing them to penetrate each other, so that one tends to become the other. At Glen Mills, this concept is applied between the linear residential massing (buildings), and its surroundings (natural woodland site features and the village center).

Successive Disintegration of a Building Penetrated by Streets & Squares

Pg 485, U-Bahn Through a House Dennewitzstarbe, Berlin

Matchbox Model

This was the primary massing & structural precedent for my thesis. It used modular construction to create an abstract assemblage of residential units. The “bottle & rack” structural method guided in arranging units so that the linear nature of systems & transportation (racks) would help support the stacked modules (bottles).

Thesis - Residential Linear Massing 1.

1. Box beam viaduct

2. Add vertical circulation and roof

Repeating Chunk

4. Hang lower modules from box beam, upper modules on staples

STORAGE UNDER LANDING

STORAGE UNDER

Unit Types

BATH

Stacking Logic Diagram

MEP CHASE MEP CHASE FOR UNIT ABOVE FOR UNIT ABOVE

15'-0" 30'-0"

15'-0"

BED

LIVING

W/D

STORAGE

BATH

W/D BATH KITCHEN/ DINING

W/D 7'-2"

W/D

BATH

STORAGE

BATH

STORAGE

8'-4"

BATH

8'-4"

W/D BATH

25'-0"

BATH

8'-4"

STORAGE

BED

LIVING

15'-0" 30'-0"

15'-0" 15'-0"

15'-0"

K/D/LIVINGKID'S PLAY AREA

LIVING

15'-0"

45'-0"

15'-0" 15'-0"

BED

15'-0"

15'-0" 45'-0"

BED KID'S PLAY AREA

15'-0"

Unit Plans

BED

BED KID'S PLAY AREA

MEP CHASE FOR UNIT ABOVE

25'-0"

BED

BED BED

BED

LIVING

15'-0"

15'-0" 30'-0"

15'-6"

25'-0"

BED

16'-8"

8" 25'-0"

LIVING

15'-0" MEP CHASE 30'-0" FOR UNIT ABOVE

BED

KITCHEN

8'-4"

15'-0"

BED

LIVING

KITCHEN

W/D

W/D BATH KITCHEN/ DINING

8'-4"

LIVING

STORAGE

8'-4"

LIVING

BATH

STORAGE UNDER DIRECT EXPANSION LANDING HVAC UNIT

15'-6"

BED

25'-0"

8'-4"

25'-0" 16'-8"

16'-8"

8'-4"

K/D/LIVING

KITCHEN/ DINING

BED

8'-4"

BED

8'-4"

BED

25'-0"

K/D/LIVING

16'-8"

K/D/LIVING

BED

BATH KITCHEN/ KITCHEN/ DINING DINING

7'-2"

BATH

LIVING

W/D

BATH

KITCHEN/ BATHKITCHEN/ DINING DINING

8'-4"

BATH

STORAGE

BED

KITCHEN

DIRECT EXPANSION DIRECT EXPANSION HVAC UNIT HVAC UNIT

7'-2"

W/D

W/D BATH

8'-4"

W/D

BATH

3-4 Bed, Single Family

STORAGE UNDER LANDING

DEN

2 Bed, 2 Story

15'-6"

STORAGE UNDER STORAGE UNDER LANDING LANDING

BATH DINING

STORAGE

2 Bed, 1 Story

BED The plans are divided into thirds as bearing support for units above. Bottom units are two stories to allow for upper units to stack on top as ‘upside-down houses’.

7'-2"

DEN

BED

8'-4"

BED

DEN

STORAGE

1 Bed w/ Pilot House Entry

Unit Stacking DEN

DININGBATH

DINING

8'-4"

BATH

8'-4"

BATH

8'-4"

STORAGE UNDER STORAGE UNDER

LANDINGunits (bottles) are relieved by LANDING Similar to Habitat 67,LANDING the loads from the stacked the central circulation (racks) in the form of a box beam viaduct.

8'-4"

support 3. Add staple-style

8'-4"

The abstracted chunk guides a balance of repetition and variation through the linear residences, as it is paired and interspersed to a repeating rythm. This allows for visual interest while maintaining efficiency in construction, engineering, and planning.

Thesis - Residential Linear Massing

The ‘exterior double-loaded corridor’ is daylit by stacking units southward. The view out over an expanse of forest canopy expresses a sensibility of living above the clouds.

Forest Understory Layer As linear residences are picked up, shade-friendly plants grow to allow for forest continuity. Development at ground level is limited to pathways, interspersed parking, and vertical circulation, allowing local fauna to pass through undisturbed.

Section/Elevation

The 90’ repeating chunk is broken up into a 2 + 1 rythm that forms a ‘repeating boxcar’. Similar to a train, the boxcars reticulate to the natural topography leading away from the town center. The 30’ space between chunks allows for mature trees to grow closer to the middle of the building, so that experiential outcomes are better integrated with the forest canopy.