university of pennsylvania boathouse

UNIVERSITY OF PENNSYLVANIA BOATHOUSE

11 Boathouse Row, Philadelphia, PA 19130 RENOVATION & ADDITION TO THE PENN BOATHOUSE

PENN ROWING

PHILADELPHIA HISTORICAL COMMISSION SUBMISSION NOVEMBER 05, 2020

Applicant: University of Pennsylvania



Page 1

EwingCole Dan Meza, AIA, LEED APProject Manager EMAIL: [email protected]

TEL: 215.625.4146

Federal Reserve Bank Building, 100 N. 6th Street, Philadelphia, PA 19106-1590

Office of the University Architect Ke FengSenior Architect/PlannerEMAIL: [email protected]

TEL: 215.573.9685

University of Pennsylvania, 3101 Walnut Street, Philadelphia, PA 19104

Facilities & Real Estate Services James Palka, AIA Senior Project Manager EMAIL: [email protected]

TEL: 215.768.7663

University of Pennsylvania, 3101 Walnut Street, Philadelphia, PA 19104

Structural Engineering:

Keast & Hood Co. Dean Doukakis Senior Principal EMAIL:

[email protected]

TEL: 215.625.0099

400 Market St #1250, Philadelphia, PA 19106

Civil Engineering & Landscape Architecture:

PennoniThomas FrieseAssociate Vice President EMAIL:

[email protected]

TEL: 215.254.7781

1900 Market St Suite #300, Philadelphia, PA 19103

Historic Preservation Consulting:

sbk + partners, LLCSuzanna BaruccoPrincipal EMAIL:

[email protected]

TEL: 610.357.9763

805 Clifford Ave. Ardmore, PA 19003

AV/IT/SECURITY:

AcentechPerry Artese, Senior Consultant EMAIL:

[email protected]

TEL: 215.245.5895

8 Interplex Dr #218, Trevose, PA 19053



Page 2

◊ Showcase Penn Rowing

◊ Increase Usable Space

◊ Improve Overall Functionality

◊ Bolster recruitment

◊ Expand and Upgrade the Locker Rooms

◊ Remediate Existing Structural Concerns

◊ Improve Training and Team Spaces

◊ Preserve a Historic Landmark

The University of Pennsylvania College Boat Club crew teams have been at the forefront of elite college rowing teams since first rowing under the UPenn banner in 1879. The College Boat Club is recognized for its historical significance at the local and national levels. The site is individually listed in the Philadelphia Historic Register. Below is a timeline of construction:

• 1874-1875 Initial construction of two story, one-bay by three-bay boathouse

• 1920 North gable end extended to north, one story boat bay addition to east (Edward F. Hoffman, Jr., Architect)

• Circa 1930 Second story built over south end of 1920 east addition

• 1980-1983 Two-story west addition, second story over north end of 1920 east addition, new fire stair, all windows replaced (Francis Cauffman Wilkinson & Pepper, Architects).

The College Boat Club as it stands today has a near-center stone gable (the original boathouse) with lower stucco additions to the east and west. The form and height of the additions allow the original building to predominate the composition on the north (Kelly Drive) and south (Schuylkill River) elevations. These relationships will be maintained in the new Project.

The proposed project will retain and restore the original stone boathouse and 1980-83 west addition, including preservation of existing original trim and reconstruction of the original windows and doors on both the north and south elevations, as well as the original south balcony. The east additions are proposed to be demolished (see page 7, Structural Narrative). The first story, built in 1920, will be reconstructed, including the stucco finish, wood trim, windows and doors, all character-defining features of this addition.

PROPOSAL DESCRIPTION

A new second story will be built in the spirit of the existing c. 1930 addition, the principal changes being the addition of larger shed dormers on the south and north elevations, to accommodate new glazed doors onto new balconies. A steep-slope mansard roof, similar to the existing roof, will connect the two gables on the east elevation and mask roof-top HVAC equipment from view. The 1980-1983 west addition will be retained and restored.

Aspects of the boathouse interior that are considered character-defining, and will also be preserved and restored, include the original “members room” on the second floor of the original boathouse, with its decorative exposed truss ceiling and bead-board walls. The character of the 1920 boat bay interior is also worthy of mention, with its exposed wood framing and sawtooth roof and skylights which will be recomposed and define the character of the new Erg Room on the second floor. The interior rehabilitation will also preserve and expose the original exterior stonework at the second floor of the east (side) wall. Second floor windows on this east wall will also be retained, and re-purposed as doorways between the original building and new east addition.

It is a primary objective of this project to provide space and program equity for the men and women crew programs. The original facility, despite multiple additions, has been unable to keep pace with the increased volume of members and program needs. The boathouse footprint is currently maximized relative to its neighbors’, Penn AC and Vesper, property lines; additional space is only available through the construction of a second-floor infill addition over the one-story boat bay as proposed. In addition to programmatic expansions and functional improvements, this project will also upgrade all building systems, including heating, cooling, security, and fire protection. Heavy use of the building, wear and tear, exposure to weather, further compounded by settlement of the building and aging infrastructure, inevitably lead to the need for repairs and restoration of parts of the boathouse.

EXECUTIVE SUMMARYPROJECT GOALS



Page 3

EXISTING AND HISTORIC ELEVATIONS

West Elevation , 07.30.2019

Exterior from the Schuylkill, 12.05.2019

Exterior from Schuylkill

Exterior from Kelly Drive, 12.05.2019

Exterior from the Schuylkill c.1930

East Elevation, 07.30.2019



Page 4

EXISTING EAST & WEST ELEVATIONS

West Elevation , 07.30.2019

East Elevation 12.05.2019

East Elevation , 03.04.2018



Page 5

SITE

Penn Boathouse Existing Aerial View Penn Boathouse Survey & Plan of Properties 1999



Page 6

UPENN BOATHOUSEUNIVERSITY OF PENNSYLVANIA

LEVEL 1

1875

1920

19201980

1920

1875

1980

1938

HISTORIC• 1874-1875 Constructed (Cost of $8,000)

• 1920 - Addition• 1938 - Addition• 1980 - Addition

3

BOATHOUSE EVOLUTION/GROWTH

1874-1875 Original Pavilion

1920 - Addition

c.1930 - Addition

1980 - Addition

UPENN BOATHOUSE| SCHEMATIC DESIGN ‘KICK-OFF’ UNIVERSITY OF PENNSYLVANIA

11EwingCole ©2017

LEVEL 1

1875

1920

19201980

HISTORIC• 1874-1875 Constructed (Cost of $8,000)

• 1920 - Addition• 1938 - Addition• 1980 - Addition

19201874-75

1980

c.1930



Page 7

Existing Penn Boathouse

REVISED MASSING STUDIES

The addition overbuilds the existing footprint to create additional square footage with a second floor “infill”. The axonometric diagrams above show how the new building massing replicates the existing gables and dormers, preserving the scale and character of the Schuylkill elevation.

ProposedScope

The proposed addition will reflect the existing building’s character and scale, referencing existing details and proportions in the new construction. The material palette is consistent with the original through its use of stone, stucco, wood trim, and roofing composed of synthetic slate and asphalt shingles.

EXISTING/RENOVATION

REBUILD

NEW ADDITION



Page 8

STRUCTURAL NARRATIVE

Test Pit TP-1, Footing 20” Below Grade, Geotechnical Report, September 2019

Test Pit TP-2, No Footing Encountered, Geotechnical Report, September 2019

Existing East Wall, August 2019

Structural Diagrams

Roof Above Men’s Boat Bay, July 2019

Ceiling Above Main Entry, July 2019 Existing East Wall, August 2019

The original boathouse was constructed in 1874 with the east and west wings built in 1921 and 1980, respectively. The west wing is a two-story addition constructed of concrete masonry, steel and wood and was built to house the women’s boats. The second floor of the west wing was constructed at a different floor elevation than the floor elevation of the original boathouse. The original east wing was a one-story shed structure that was modified in the early 1930’s to include a small vertical addition on the river side. It currently houses the men’s boats.

The east wing was constructed primarily with dimensional wood construction forming the exterior stud walls on three sides and the roof. These perimeter walls bear on short concrete foundation walls that do not bear on continuous spread footings. This has accounted for some of the settlement that these walls have experienced. The roof, with its multiple roof monitors, is supported at the east perimeter, west original boathouse masonry wall, and at its centerline by several timber columns that bear on shallow spread footings.

A structural condition assessment was completed for the east wing to determine if the structure could support a full overbuild addition. The assessment determined that the existing foundations, roof framing members, and columns have insufficient vertical load capacity and lateral load resistance to support the code required loads for the proposed program designated for the second floor. An attempt to strengthen the existing roof framing would result in a significant loss of vertical height within the boat bay that would severely diminish the vertical space required to maximize boat stacking. Compounding the loss of vertical space would be the additional loss of footprint to introduce supplemental columns. In addition, all of the foundations would need to be underpinned to increase their bearing capacity. This would be a risky operation in soils that are not known for their cohesiveness.

The proposed two-story addition would be constructed on the footprint of the current east wing. The structure would consist of a cast-in-place concrete supported second floor overtopped by a structural steel and timber roof structure. The new concrete columns would bear on reinforced concrete pile caps supported by mini-piles. The structure would be designed to conform to flood plain management requirements. Other additions would include an elevator within the footprint of the original boathouse. Overbuild construction or construction of a new floor level will be required at the original boathouse’s second floor to provide a more uniform second floor elevation for ADA accessibility. Decayed framing within the 1921 addition at the front of the original 1874 boathouse would also be repaired and supplemented.



Page 9

EXISTING VS PROPOSED PLANS: FLOOR 1

FLOOR 1: PROPOSEDFLOOR 1: EXISTING

VES

PER

BO

AT

CLU

B

PEN

N A

THLE

TIC

CLU

B

PEN

N A

THLE

TIC

CLU

B

VES

PER

BO

AT

CLU

B

12

12

13

14

15

16

12

13

14

15

16

+16.93'

+13.11'+13.31'

+12.37'

+13.30'

+13.05'

+12.01'

+13.28'

+12.09'

REF.

A B C

22'-0" 22'-3"

SHOP

EAST BAYWEST BAY

ENTRY

MECHROOM

TOILET

1879 SF

ERG/EVENTROOM

201

640 SF

WOMEN'SLOCKERS

208

194 SF

WOMEN'STOILETS

211

192 SF

MEN'S TOILETS203

150 SF

MEN'SSHOWERS

204

785 SF

MEN'S LOCKERS202

343 SF

COACHES'213

102 SF

ADA207

A B C

A5.1.11

22'-0" 22'-3"

165 SF

WOMEN'SSHOWERS

210

1329 SF

GRAND HALL200

23 SF

AV211A

15 SF

JCL208A

27 SF

VESTIBULE 02209

53 SF

HALL 02203A

44 SF

HALL 03210A

45 SF

VESTIBULE 01212

82 SF

KITCHEN208B

8 SF

JCL208E

Federal Reserve Bank Building100 North 6th Street

Philadelphia, PA 19106-1590Tel: 215-923-2020 Fax: 215-574-0952

CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.

NO. BY DESCRIPTION DATE

PRINCIPAL

PROJECT MANAGER

PHASE

Copyright © by EWINGCOLE

ISSUE B - SCHEMATIC DESIGN SET - 16 JANUARY 2020

1/8" = 1'-0"

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UNIVERSITY OF PENNRENOVATION / ADDITION TO THE PENN

BOAT HOUSE11 Boathouse Row, Philadelphia, PA 19130

Author

20190550

A2.1

William McCullough

Dan Meza

FLOOR PLANS

SD

2018

SCALE: 1/8" = 1'-0"1 LEVEL 1 FLOOR PLANSCALE: 1/8" = 1'-0"8 LEVEL 2 FLOOR PLAN

FINISH GROUP DEFINITIONSLEVEL 2


13.0 42" GALVANIZED RAILING; EXTEND 18" PAST SKYLIGHT12.0 ROOF HATCH WITH OSHA APPROVED RAILING11.0 SKYLIGHT; BOD: VELUX NORTHLIGHT MODULAR SKYLIGHT10.0

WHITE EPDM MEMBRANE ROOF; RIGID INSULATION; 1/2" METAL DECK; SEEASSEMBLY DET. FOR ADD'L INFO

9.0WHITE EPDM MEMBRANE ROOF; RIGID INSULATION; 3" NOM. TIMBER ROOFDECKING; SEE ASSEMBLY DETL. FOR ADD'L INFO

8.0 METAL GUARDRAIL WITH CABLE INFILL

7.0CUSTOM WOOD CASEWORK, ANTI-GLARE TEMPERED GLASS SLIDING DOORS,INTERIOR LIGHTING, BLACK STEEL SURROUND

6.0CUSTOM PHENOLIC MILLWORK STORAGE CABINETS; UPPER AND LOWERCABINETS; SEE BUILDING SECTION FOR ADD'L INFO

5.0 CUSTOM PHENOLIC MILLWORK STORAGE CABINETS; 3'-6" TALL4.0 CUSTOM PHENOLIC MILLWORK STORAGE CABINETS; 7'-0" TALL3.0

MACHINE ROOM LESS(MRL) LIMITED USE/LIMITED APPLICATION (LU/LA)ELEVATOR; BOD: SAVARIA ORION, 1400 LB CAPACITY, 2-STOPS, 30 FPM,CMU ENCLOSURE

2.0

STAIR: TREAD:PORCELAIN CERAMIC STAIR TREAD, STONE SOURCE, LANDINGS (TOP, INTER):PORCELAIN CERAMIC TILE, STONE SOURCE,

OTHER:BLACK STEEL FRAME & FITTINGS WITH STAINLESS TENSIONCABLE GUARDRAILS, OAK HANDRAILS

1.0 SOLID CORE WOOD VENEER INTERIOR DOOR AND ASSOCIATED HARDWARE

Item No. NEW WORK KEY NOTES(NOT ALL KEY NOTES WILL APPLY TO ALL SHEETS)

KEY NOTE SCHEDULE

A EC DRAFT SD PRICING SET 11.11.19B EC ISSUE B SCHEMATIC DESIGN SET 01.16.20

2'

SCALE AT FULL SIZE: 1/8" = 1'-0"

0 4' 8' 16' 24'

2'


0 4' 8' 16' 24'

12

12

13

14

15

16

12

13

14

15

16

+16.93'

+13.11'+13.31'

+12.37'

+13.30'

+13.05'

+12.01'

+13.28'

+12.09'

REF.

A B C

22'-0" 22'-3"

SHOP

EAST BAYWEST BAY

ENTRY

MECHROOM

TOILET

1879 SF

ERG/EVENTROOM

201

640 SF

WOMEN'SLOCKERS

208

194 SF

WOMEN'STOILETS

211

192 SF

MEN'S TOILETS203

150 SF

MEN'SSHOWERS

204

785 SF

MEN'S LOCKERS202

343 SF

COACHES'213

102 SF

ADA207

A B C

A5.1.11

22'-0" 22'-3"

165 SF

WOMEN'SSHOWERS

210

1329 SF

GRAND HALL200

23 SF

AV211A

15 SF

JCL208A

27 SF

VESTIBULE 02209

53 SF

HALL 02203A

44 SF

HALL 03210A

45 SF

VESTIBULE 01212

82 SF

KITCHEN208B

8 SF

JCL208E



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE



1/8" = 1'-0"

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Author

20190550

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William McCullough

Dan Meza

FLOOR PLANS

SD

2018












2.0





KEY NOTE SCHEDULE


2'


0 4' 8' 16' 24'

2'


0 4' 8' 16' 24'

REBUILT /NEW CONSTRUCTION



Page 10

EXISTING VS PROPOSED PLANS: FLOOR 2

FLOOR 2: PROPOSEDFLOOR 2: EXISTING

12

12

13

14

15

16

12

13

14

15

16

+16.93'

+13.11'+13.31'

+12.37'

+13.30'

+13.05'

+12.01'

+13.28'

+12.09'

REF.

A B C

22'-0" 22'-3"

SHOP

EAST BAYWEST BAY

ENTRY

MECHROOM

TOILET

1879 SF

ERG/EVENTROOM

201

640 SF

WOMEN'SLOCKERS

208

194 SF

WOMEN'STOILETS

211

192 SF

MEN'S TOILETS203

150 SF

MEN'SSHOWERS

204

785 SF

MEN'S LOCKERS202

343 SF

COACHES'213

102 SF

ADA207

A B C

A5.1.11

22'-0" 22'-3"

165 SF

WOMEN'SSHOWERS

210

1329 SF

GRAND HALL200

23 SF

AV211A

15 SF

JCL208A

27 SF

VESTIBULE 02209

53 SF

HALL 02203A

44 SF

HALL 03210A

45 SF

VESTIBULE 01212

82 SF

KITCHEN208B

8 SF

JCL208E



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE



1/8" = 1'-0"

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Author

20190550

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William McCullough

Dan Meza

FLOOR PLANS

SD

2018












2.0





KEY NOTE SCHEDULE


2'


0 4' 8' 16' 24'

2'


0 4' 8' 16' 24'

12

12

13

14

15

16

12

13

14

15

16

+16.93'

+13.11'+13.31'

+12.37'

+13.30'

+13.05'

+12.01'

+13.28'

+12.09'

REF.

A B C

22'-0" 22'-3"

SHOP

EAST BAYWEST BAY

ENTRY

MECHROOM

TOILET

1879 SF

ERG/EVENTROOM

201

640 SF

WOMEN'SLOCKERS

208

194 SF

WOMEN'STOILETS

211

192 SF

MEN'S TOILETS203

150 SF

MEN'SSHOWERS

204

785 SF

MEN'S LOCKERS202

343 SF

COACHES'213

102 SF

ADA207

A B C

A5.1.11

22'-0" 22'-3"

165 SF

WOMEN'SSHOWERS

210

1329 SF

GRAND HALL200

23 SF

AV211A

15 SF

JCL208A

27 SF

VESTIBULE 02209

53 SF

HALL 02203A

44 SF

HALL 03210A

45 SF

VESTIBULE 01212

82 SF

KITCHEN208B

8 SF

JCL208E



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE



1/8" = 1'-0"

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Author

20190550

A2.1

William McCullough

Dan Meza

FLOOR PLANS

SD

2018












2.0





KEY NOTE SCHEDULE


2'


0 4' 8' 16' 24'

2'


0 4' 8' 16' 24'




Page 11

Overview

• Overall massing and scale of proposed addition is large compared to the original central pavilion

• Detail at new dormers is not contextually sensitive

PHILADELPHIA HISTORICAL COMMISSION ARCHITECTURAL COMMITTEE COMMENTS

SUMMARY OF DESIGN REVISIONS

Kelly Drive Facade

• Ridge at new addition should be lowered to match existing West Bay ridge

• Dormer scale should be reduced and detail should comport with existing shed dormer details

• Entrance pavilion should respect historic elements

Schuylkill Facade

• Dormers should be reduced in scale, defer to the original central pavilion and should reference existing shed dormer details

• New East & West Bay balconies should be more recessive

• New balconies should not extend beyond cornice and wall below

East Facade

• Scale of main roof gable facing east is large and undifferentiated

• Consider reducing scale and incorporating glazing

Kelly Drive Facade

• Ridge lowered 30” to align with West Bay ridge line

- Concealed flat roof (beyond) and roof top equipment lowered 30”

• Dormer modified - broke into two smaller dormers

- Reduced elevation of eave

- Modified detail to reference existing shed dormers

• Window and door configuration respected and balcony element restored

Schuylkill Facade

• Dormers modified

- Reduced height of dormers and glazing by 24” to match existing West Bay dormer height

- Modified detailing to reflect existing shed dormer details & materials

- Doors of main dormer divided into 3 sections

• Modified balconies

- Reduced projection and scale of balcony elements to be more recessive

- Modified details to be more contextual

- Balconies respect cornice and facade below

East Facade

• Reduced main gable parapet height by 36” and north gable end height by 30”

• Incorporated fenestration consistent with existing

Overview

• Reduced overall massing and scale of second story addition, revised dormers and lowered ridge lines

• Revised detailing to be consistent with existing dormer

11/05/2020



Page 12

KELLY DRIVE FACADE/NORTH ELEVATION

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

10'-1

1"2'

-7 1

/2"

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

10'-1

1"2'

-7 1

/2"



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE


ISSUE C - DESIGN DEVELOPMENT PROGRESS SET - 16 OCTOBER 2020

1/8" = 1'-0"

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Author

20190550

A3.1.1

William McCullough

Dan Meza

ELEVATIONS NORTH & SOUTH

DD

2018

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

SCALE: 1/8" = 1'-0"2 SOUTH ELEVATIONSCALE:4 PERSPECTIVE SOUTH ELEVATION A

SCALE:3 PERSPECTIVE NORTH-EAST ELEVATION

A EC DRAFT SD PRICING SET 11.11.19B EC ISSUE B - SCHEMATIC DESIGN SET 01.16.20

KELLY DRIVE FACADE

Ridge at new addition should be lowered to match existing West Bay ridge

KELLY DRIVE FACADE

Ridge lowered 30” to align with West Bay ridge line

Concealed flat roof (beyond) and roof top equipment lowered 30”

Dormer scale should be reduced and detail should comport with existing shed dormer details

Dormer modified - broke into two separate dormers

Reduced elevation of eave

Modified detail to reference existing shed dormers

Restored main entry pavilion with historic balcony and original window and door configuration


09/14/2020: North Elevation View REVISED: North Elevation View

NORTH ELEVATION REVISED 11/05/2020

ASPHALT SHINGLE(SYNTHETIC SLATE

ALT.)

INSULATED ALUM. CLAD WOOD WINDOW SYSTEM

WOOD DOORS

STUCCO

PRESERVE EXISTING EAVES AND SIDING

PRESERVE EXISTING DORMER


ALT.)

INSULATED ALUM. CLAD WOOD WINDOW SYSTEM

WOOD DOORS

STUCCO

REPLACE ALL EXISTING WINDOWS W/ INSULATED ALUM. CLAD WOOD

WINDOWS



REPLACE ALL EXISTING WINDOWS W/ INSULATED ALUM. CLAD WOOD

WINDOWS

LINE OF 09/14/20RIDGE HEIGHT

LINE OF 09/14/20RIDGE HEIGHT LINE OF NEW

LOWERED RIDGE



Page 13

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

10'-1

1"2'

-7 1

/2"

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

10'-1

1"2'

-7 1

/2"



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE



1/8" = 1'-0"

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Author

20190550

A3.1.1

William McCullough

Dan Meza


DD

2018





LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

10'-1

1"2'

-7 1

/2"

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

10'-1

1"2'

-7 1

/2"



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE



1/8" = 1'-0"

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Author

20190550

A3.1.1

William McCullough

Dan Meza


SD

2018





SCALE:5 3D View 6

KELLY DRIVE FACADE/NORTH ELEVATION

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

10'-1

1"2'

-7 1

/2"

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

10'-1

1"2'

-7 1

/2"

-

---



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE


ISSUE C - DESIGN DEVELOPMENT PROGRESS PRINT - 16 OCTOBER 2020

1/8" = 1'-0"

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Author

20190550

A3.1.1

William McCullough

Dan Meza


DD

2018




SCALE:5 3D View 6


LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

10'-1

1"2'

-7 1

/2"

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

10'-1

1"2'

-7 1

/2"

-

---



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE



1/8" = 1'-0"

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Author

20190550

A3.1.1

William McCullough

Dan Meza


DD

2018




SCALE:5 3D View 6


REMOVE EXISTING SHINGLES AND REPLACE TO MATCH NEW TYP. ALL EXIST. SHINGLES

NEW EXTERIORWALL ASSEMBLY

REPLACE ALL EXISTING WINDOWS W/ INSULATED ALUM. CLAD WOOD WIN-

DOWS

ASPHALT SHINGLE(SYNTHETIC ALT.)




REMOVE PORTION OF DORMER

DEMO REMOVE & REPLACE DOORSREMOVE & REPLACE WINDOWS


09/14/2020: North Elevation REVISED: North Elevation

EXISTING: North Elevation

REMOVE EXISTING SHINGLES AND REPLACE TO MATCH NEW TYP. ALL EXIST. SHINGLES

REPLACE ALL EXISTING WINDOWS W/ INSULATED ALUM. CLAD WOOD WIN-

DOWS

ASPHALT SHINGLE(SYNTHETIC SLATE ALT.)



6 PANEL ENTRY DOOR

NORTH ELEVATION REVISED 11/05/2020

LINE OF 09/14/20 RIDGE HEIGHT

LINE OF NEW RIDGE LOWERED BY 30”




Page 14

Revised North Elevation Rendering from Kelly Drive

REVISED KELLY DRIVE FACADE/NORTH ELEVATION



Page 15

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

10'-1

1"2'

-7 1

/2"

-

---

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

10'-1

1"2'

-7 1

/2"



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE



1/8" = 1'-0"

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Author

20190550

A3.1.1

William McCullough

Dan Meza


SD

2018





SCALE:5 3D View 6

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

10'-1

1"2'

-7 1

/2"

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

10'-1

1"2'

-7 1

/2"



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE



1/8" = 1'-0"

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Author

20190550

A3.1.1

William McCullough

Dan Meza


DD

2018





SCHUYLKILL FACADE

Dormers overwhelm the facade - they should be reduced in scale and character should reference existing shed dormer details

SCHUYLKILL FACADE

Dormers modified

Reduced height of dormers and glazing by 24” to match existing West Bay dormer height

Modified detailing to reflect existing shed dormer details & materials

Modified balconies

Reduced projection and scale of balcony elements to be within cornice and wall below

Modified details to be more contextual

New East & West Bay balconies overwhelm facade


09/14/2020: South Elevation View REVISED: South Elevation View

SCHUYLKILL FACADE/SOUTH ELEVATION

SOUTH ELEVATION REVISED 11/05/2020

NEW STONE TO MATCH EXISTING

STUCCO


ALT.)

INSULATED ALUM. CLAD WOOD WINDOW & DOOR

SYSTEM

NEW BALCONY; PAINTED STEEL GUARDRAIL W/

PICKETS


NEW STONE TO MATCH EXISTING

STUCCO


ALT.)


SYSTEM

NEW BALCONY; PAINTED STEEL GUARDRAIL W/

PICKETS


LINE OF 09/14/20 EAVE

LINE OF PREVIOUSEAVE

LINE OF NEWEAVE

LINE OF PREVIOUSPARAPET

LINE OF NEWPARAPET

LINE OF 09/14/20PARAPET

SEE EASTELEVATION



Page 16

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

10'-1

1"2'

-7 1

/2"

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

10'-1

1"2'

-7 1

/2"



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE



1/8" = 1'-0"

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Author

20190550

A3.1.1

William McCullough

Dan Meza


DD

2018





LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

FAUX SLATEFAUX SLATE

REMOVE EXISTING SHINGLES AND

REPLACE TO MATCH NEW - TYP. ALL

EXIST. SHINGLES

10'-1

1"2'

-7 1

/2"

-

---

-

---

-

---

-

---

6'-1

0"

-

---

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

10'-1

1"2'

-7 1

/2"



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE



1/8" = 1'-0"

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:44

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Author

20190550

A3.1.1

William McCullough

Dan Meza


SD

2018




FAUX SLATE FAUX SLATE

FAUX SLATE


ASSEMBLY

STUCCO

WOOD DOORS

PAINTED STEELGUARDRAIL W/ TENSION

STAINLESS STEELCABLE

FAUX SLATE FAUX SLATE INSULATED ALUM. CLAD WOOD WINDOW & DOOR

ASSEMBLY

STUCCO

WOOD DOORS

PAINTED STEELGUARDRAIL W/ PICKETS

STAINLESS STEELFAUX SLATE

STUCCONEW STONE TO MATCH EXISTING

REPLACE ALL EXISTING WINDOWS W/INSULATED WOOD CLAD ALUM. WINDOWS

POWERWASH ENTIRE ELEVATIONPATCH REPAIR EXIST. STUCCO

REPLACE ALL SEALANTS &PREP TO RECEIVE NEW PAINT

REPLACE ALL EXISTING WINDOWS W/

INSULATED WOOD CLAD ALUM. WINDOWS

POWERWASH ENTIRE ELEVATIONPATCH REPAIR EXIST. STUCCO

REPLACE ALL SEALANTS &PREP TO RECEIVE NEW PAINT



SCALE:5 3D View 6

SCHUYLKILL FACADE/SOUTH ELEVATIONREBUILT /NEW CONSTRUCTION

DEMO

REMOVE & REPLACE DOORS REMOVE & REPLACE DOORS

REMOVE & REBUILD DORMER

09/14/2020 South Elevation REVISED: South Elevation

EXISTING: South ElevationSOUTH ELEVATION REVISED 11/05/2020

NEW BALCONY; REBUILD TO MATCH 1875 BALCONY

NEW BALCONY; REBUILD TO MATCH 1875 BALCONY



NEW STONE BASE TO MATCH EXISTING

NEW STONE BASE TO MATCH EXISTING

INSULATED ALUM. CLAD WOOD DOOR SYSTEMNEW BALCONY; PAINTED STEEL GUARDRAIL W/ PICKETS

INSULATED ALUM. CLAD WOOD DOOR SYSTEMNEW BALCONY; PAINTED STEEL GUARDRAIL W/ PICKETS

LINE OF 09/14/20 EAVE

LINE OF NEW LOWERED EAVE

LINE OF 09/14/20EAVE



Page 17

REVISED SCHUYLKILL FACADE/SOUTH ELEVATION

Revised South Elevation Rendering



Page 18

REVISED SCHUYLKILL FACADE/SOUTH ELEVATION

Revised View from the Schuylkill



Page 19

EAST FACADE

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

10'-1

1"2'

-7 1

/2"

LEVEL 116' - 11 1/4"

LEVEL 228' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

1'-1

"10

'-11"

2'-7

1/2

"



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE



1/8" = 1'-0"

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Author

20190550

A3.1.2

William McCullough

Dan Meza

ELEVATIONS EAST & WEST

DD

2018

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

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

SCALE:4 EAST ELEVATION PERSPECTIVE

SCALE:3 WEST ELEVATION PERSPECTIVE


EAST FACADE

Facade scale is too large and undifferentiated (looks like a “billboard”)

Facade should reference existing facade - reduce scale, incorporate glazing

EAST FACADE

Reduced parapet height by 36” and north gable end by 30”

Incorporated fenestration consistent with existing, including rounds and double-hungs


09/14/2020 East Elevation View REVISED: East Elevation View

EAST ELEVATION REVISED 11/05/2020


INSULATED ALUM. CLAD WOOD WINDOW

STUCCO



PRESERVE EXISTING EAVES AND SIDING ASPHALT SHINGLE

(SYNTHETIC SLATE ALT.)


STUCCO




LINE OF 09/14/20PARAPET & RIDGE

NEW PARAPET HEIGHT

LINE OF 09/14/20PARAPET & RIDGE

EAST FACADEUNIVERSITY OF PENNSYLVANIA BOATHOUSE


Page 20

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

10'-1

1"2'

-7 1

/2"

LEVEL 116' - 11 1/4"

LEVEL 228' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

1'-1

"10

'-11"

2'-7

1/2

"



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE



1/8" = 1'-0"

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Author

20190550

A3.1.2

William McCullough

Dan Meza


SD

2018






LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

10'-1

1"2'

-7 1

/2"

6'-0

"

LEVEL 116' - 11 1/4"

LEVEL 228' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

1'-1

"10

'-11"

2'-7

1/2

"



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE



1/8" = 1'-0"

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Author

20190550

A3.1.2

William McCullough

Dan Meza


SD

2018






LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

10'-1

1"2'

-7 1

/2"

LEVEL 116' - 11 1/4"

LEVEL 228' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

1'-1

"10

'-11"

2'-7

1/2

"



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE



1/8" = 1'-0"

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:20

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Author

20190550

A3.1.2

William McCullough

Dan Meza


DD

2018






LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

10'-1

1"2'

-7 1

/2"

LEVEL 116' - 11 1/4"

LEVEL 228' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

1'-1

"10

'-11"

2'-7

1/2

"



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE



1/8" = 1'-0"

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Author

20190550

A3.1.2

William McCullough

Dan Meza


DD

2018







PREVIOUS: East Elevation REVISED: East Elevation

EXISTING: East ElevationEAST ELEVATION REVISED 11/05/2020


LINE OF NEW PARAPET LOWERED BY 36”


LINE OF 09/14/20PARAPET HEIGHT

LINE OF NEW RIDGE LOWERED BY 30”

LINE OF 09/14/20 PARAPET & RIDGE

LINE OF LOWERED ROOF ABOVE LOCKERS



Page 21

EAST FACADE

Current View from the Schuylkill River Trail 07.30.2019

Rendering from the Schuylkill River Trail: Lowered Ridge & Equipment to Align with West Bay

SIGHTLINE STUDIES

The revised design consists of a lowered ridge line of the Kelly Drive facade by 30”, and lowered parapet of the East Elevation by 36”. In order to reduce equipment visibility, the roof area hosting the equipment was also lowered by 30”.

The view to the left shows the current visibility of the East Facade with boat racks adjacent to the facade. The images below, show the previous design with higher ridge line and steeper slopes on the left, and on the right a revised design showing reduced slopes and lowered ridge.

EXISTING

PREVIOUS DESIGN REVISED DESIGN

Rendering from the Schuylkill River Trail: Raised Roof Parapet to Conceal Roof Equipment

09/14/20SECTION PROFILE



Page 22

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

3

A3.3.1

1 3 4 5 62

1165 SF

SHOP103448 SF

ENTRY100

15'-10 11/16" 2'-4 5/16" 18'-3" 10'-3 3/8" 6'-3 1/4" 16'-0"

3.9 4.4 5.1

2'-0 15/16" 11'-8 9/16"

1'-6 1/8"

1329 SF

GRAND HALL200

1.8

10'-1

1"2'

-7 1

/2"

4.9

LEVEL 116' - 11 1/4"

LEVEL 228' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

3

A3.3.1

13456

11'-3"

OA

R R

AC

KS

STO

RA

GE

STO

RA

GE

12'-0

"

2

10'-1

1"2'

-7 1

/2"

14'-0

"

1879 SF

ERG/EVENT ROOM201

3738 SF

EAST BAY101

150 SF

MEN'S SHOWERS204

791 SF

MEN'S LOCKERS202

3738 SF

EAST BAY101

16'-0" 1'-11 7/8" 8'-2 9/16" 6'-3 1/4"2'-0 15/16" 10'-3 3/8" 18'-3" 2'-4 5/16" 15'-10 11/16"

----

----

3.94.4 1.8

4'-1

0 3/

4"

3'-0"

14'-0

"

9'-0

"

12'-0

"

6" 1'-7"

7'-1"

1'-7" 5"

1'-1

1"

4.9

LEVEL 228' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

4

A3.3.1

A B C

1879 SF

ERG/EVENT ROOM201

194 SF

WOMEN'S TOILETS211

1719 SF

WEST BAY102

1165 SF

SHOP103

3738 SF

EAST BAY101

3738 SF

EAST BAY101

13'-6

1/2

"12

'-11"

1'-1

"

22'-0" 22'-3"

----

1329 SF

GRAND HALL200

4'-1

0 3/

4"

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

3

A3.3.1

13456 23.95.1

1329 SF

GRAND HALL200

1165 SF

SHOP103

1165 SF

SHOP103

1165 SF

SHOP103

448 SF

ENTRY100

16'-0"

1'-6 1/8"

17'-11 13/16" 2'-0 15/16" 10'-3 3/8" 18'-3" 2'-4 5/16" 15'-10 11/16"

1.8

10'-1

1"2'

-7 1

/2"



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE



1/8" = 1'-0"

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Author

20190550

A3.3.1

William McCullough

Dan Meza

BUILDING SECTIONS

SD

2018

SCALE: 1/8" = 1'-0"1 N-S SECTION 1SCALE: 1/8" = 1'-0"2 N-S SECTION 2

SCALE: 1/8" = 1'-0"3 W-E SECTION 2SCALE: 1/8" = 1'-0"4 S-N SECTION


LEVEL 116' - 11 1/4"APRON L114' - 3 3/4"

Historical L226' - 7 1/4"

Men's Bay L227' - 10 1/4"

3

A3.3.1

1 3 4 5 62

1149 SF

SHOP103438 SF

ENTRY100

15'-10 11/16" 2'-4 5/16" 18'-3" 10'-3 3/8" 6'-3 1/4" 16'-0"

3.9 4.4 5.1

2'-0 15/16" 11'-8 9/16"

1'-6 1/8"

1328 SF

GRAND HALL200

1.8

10'-1

1"2'

-7 1

/2"

4.9

8'-1

1"DISPLAY DISPLAY DISPLAY

-

---

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"


Men's Bay L227' - 10 1/4"

3

A3.3.1

13456

OA

R R

AC

KS

STO

RA

GE

STO

RA

GE

2

1865 SF

ERG/EVENT ROOM201

3751 SF

EAST BAY101

152 SF

MEN'S SHOWERS204

760 SF

MEN'S LOCKERS202

3751 SF

EAST BAY101

16'-0" 1'-11 7/8" 8'-2 9/16" 6'-3 1/4"2'-0 15/16" 10'-3 3/8" 18'-3" 2'-4 5/16" 15'-10 11/16"

3.94.4 1.84.9

2'-6

"

LEVEL 228' - 11 1/4"

Men's Bay L227' - 10 1/4"

4

A3.3.1

A B C

1865 SF

ERG/EVENT ROOM201

184 SF

WOMEN'S TOILETS211

1719 SF

WEST BAY102

1149 SF

SHOP103

3751 SF

EAST BAY101

3751 SF

EAST BAY101

12'-1

1"1'

-1"

22'-0" 22'-3"

----

1328 SF

GRAND HALL200 12

'-11"

9'-0

"

-

---

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

3

A3.3.1

13456 23.95.1

1328 SF

GRAND HALL200

1149 SF

SHOP103

1149 SF

SHOP103

1149 SF

SHOP103

438 SF

ENTRY100

16'-0"

1'-6 1/8"

17'-11 13/16" 2'-0 15/16" 10'-3 3/8" 18'-3" 2'-4 5/16" 15'-10 11/16"

1.8

10'-1

1"2'

-7 1

/2"



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE



1/8" = 1'-0"

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:19

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Author

20190550

A3.3.1

William McCullough

Dan Meza

BUILDING SECTIONS

DD

2018




LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

3

A3.3.1

1 3 4 5 62

1165 SF

SHOP103448 SF

ENTRY100

15'-10 11/16" 2'-4 5/16" 18'-3" 10'-3 3/8" 6'-3 1/4" 16'-0"

3.9 4.4 5.1

2'-0 15/16" 11'-8 9/16"

1'-6 1/8"

1329 SF

GRAND HALL200

1.8

10'-1

1"2'

-7 1

/2"

4.9

LEVEL 116' - 11 1/4"

LEVEL 228' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

3

A3.3.1

13456

11'-3"

OA

R R

AC

KS

STO

RA

GE

STO

RA

GE

12'-0

"

2

10'-1

1"2'

-7 1

/2"

14'-0

"

1879 SF

ERG/EVENT ROOM201

3738 SF

EAST BAY101

150 SF

MEN'S SHOWERS204

791 SF

MEN'S LOCKERS202

3738 SF

EAST BAY101

16'-0" 1'-11 7/8" 8'-2 9/16" 6'-3 1/4"2'-0 15/16" 10'-3 3/8" 18'-3" 2'-4 5/16" 15'-10 11/16"

----

----

3.94.4 1.8

4'-1

0 3/

4"

3'-0"

14'-0

"

9'-0

"

12'-0

"

6" 1'-7"

7'-1"

1'-7" 5"

1'-1

1"

4.9

LEVEL 228' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

4

A3.3.1

A B C

1879 SF

ERG/EVENT ROOM201

194 SF

WOMEN'S TOILETS211

1719 SF

WEST BAY102

1165 SF

SHOP103

3738 SF

EAST BAY101

3738 SF

EAST BAY101

13'-6

1/2

"12

'-11"

1'-1

"

22'-0" 22'-3"

----

1329 SF

GRAND HALL200

4'-1

0 3/

4"

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

3

A3.3.1

13456 23.95.1

1329 SF

GRAND HALL200

1165 SF

SHOP103

1165 SF

SHOP103

1165 SF

SHOP103

448 SF

ENTRY100

16'-0"

1'-6 1/8"

17'-11 13/16" 2'-0 15/16" 10'-3 3/8" 18'-3" 2'-4 5/16" 15'-10 11/16"

1.8

10'-1

1"2'

-7 1

/2"



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE



1/8" = 1'-0"

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Author

20190550

A3.3.1

William McCullough

Dan Meza

BUILDING SECTIONS

SD

2018




LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

3

A3.3.1

1 3 4 5 62

1165 SF

SHOP103448 SF

ENTRY100

15'-10 11/16" 2'-4 5/16" 18'-3" 10'-3 3/8" 6'-3 1/4" 16'-0"

3.9 4.4 5.1

2'-0 15/16" 11'-8 9/16"

1'-6 1/8"

1329 SF

GRAND HALL200

1.8

10'-1

1"2'

-7 1

/2"

4.9

LEVEL 116' - 11 1/4"

LEVEL 228' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

3

A3.3.1

13456

11'-3"

OA

R R

AC

KS

STO

RA

GE

STO

RA

GE

12'-0

"

2

10'-1

1"2'

-7 1

/2"

14'-0

"

1879 SF

ERG/EVENT ROOM201

3738 SF

EAST BAY101

150 SF

MEN'S SHOWERS204

791 SF

MEN'S LOCKERS202

3738 SF

EAST BAY101

16'-0" 1'-11 7/8" 8'-2 9/16" 6'-3 1/4"2'-0 15/16" 10'-3 3/8" 18'-3" 2'-4 5/16" 15'-10 11/16"

----

----

3.94.4 1.8

4'-1

0 3/

4"

3'-0"

14'-0

"

9'-0

"

12'-0

"

6" 1'-7"

7'-1"

1'-7" 5"

1'-1

1"

4.9

LEVEL 228' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

4

A3.3.1

A B C

1879 SF

ERG/EVENT ROOM201

194 SF

WOMEN'S TOILETS211

1719 SF

WEST BAY102

1165 SF

SHOP103

3738 SF

EAST BAY101

3738 SF

EAST BAY101

13'-6

1/2

"12

'-11"

1'-1

"

22'-0" 22'-3"

----

1329 SF

GRAND HALL200

4'-1

0 3/

4"

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

3

A3.3.1

13456 23.95.1

1329 SF

GRAND HALL200

1165 SF

SHOP103

1165 SF

SHOP103

1165 SF

SHOP103

448 SF

ENTRY100

16'-0"

1'-6 1/8"

17'-11 13/16" 2'-0 15/16" 10'-3 3/8" 18'-3" 2'-4 5/16" 15'-10 11/16"

1.8

10'-1

1"2'

-7 1

/2"



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE



1/8" = 1'-0"

C:\R

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:46

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Author

20190550

A3.3.1

William McCullough

Dan Meza

BUILDING SECTIONS

SD

2018




PROPOSED SECTIONS

LEVEL 116' - 11 1/4"

TOP OF JOIST38' - 11 1/4"

LEVEL 450' - 10 1/2"

BASEMENT10' - 3 1/2"

ROOF LEVEL65' - 10 1/2"

APRON L114' - 3 3/4"


Men's Bay L227' - 10 1/4"

Landing223' - 1"

3

A3.3.1

1 3 4 5 62

1141 SF

SHOP103450 SF

ENTRY100

15'-10 11/16" 2'-4 5/16" 18'-3" 10'-3 3/8" 6'-3 1/4" 16'-0"

3.9 4.4 5.1

2'-0 15/16" 11'-8 9/16"

1'-6 1/8"

1330 SF

GRAND HALL200

1.8

10'-1

1"2'

-7 1

/2"

4.9-

---

-

---

-

----

---

11"

7'-1"8'-1

1"

2'-2

"

1'-7"1'-7"

3" 3'-6"

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"


Men's Bay L227' - 10 1/4"

3

A3.3.1

13456

OA

R R

AC

KS

STO

RA

GE

STO

RA

GE

2

1926 SF

ERG/EVENT ROOM201

3734 SF

EAST BAY101

150 SF

MEN'S SHOWERS204

765 SF

MEN'S LOCKERS202

3734 SF

EAST BAY101

16'-0" 1'-11 7/8" 8'-2 9/16" 6'-3 1/4"2'-0 15/16" 10'-3 3/8" 18'-3" 2'-4 5/16" 15'-10 11/16"

3.94.4 1.84.9

2'-6

"

LEVEL 228' - 11 1/4"

Men's Bay L227' - 10 1/4"

4

A3.3.1

A B C

1926 SF

ERG/EVENT ROOM201

194 SF

WOMEN'S TOILETS211

1719 SF

WEST BAY102

1141 SF

SHOP103

3734 SF

EAST BAY101

3734 SF

EAST BAY101

12'-1

1"1'

-1"

22'-0" 22'-3"

----

1330 SF

GRAND HALL200

7'-1

"

-

----

---

9'-0

"

1'-4

"3'

-8"

-

---

-

---

-

---

-

---

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

3

A3.3.1

13456 2

EaEbEcEdEeEf

3.9

4.4

5.1

1330 SF

GRAND HALL200

1141 SF

SHOP103

1141 SF

SHOP103

1141 SF

SHOP103

450 SF

ENTRY100

16'-0"

1'-6 1/8"

17'-11 13/16" 2'-0 15/16" 10'-3 3/8" 18'-3" 2'-4 5/16" 15'-10 11/16"

1.8

10'-1

1"2'

-7 1

/2"

4.9

-

---

-

---

-

----

---



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE



1/8" = 1'-0"

C:\R

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8:1

4:48

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Author

20190550

A3.3.1

William McCullough

Dan Meza

BUILDING SECTIONS

DD

2018




LEVEL 116' - 11 1/4"


LEVEL 450' - 10 1/2"


ROOF LEVEL65' - 10 1/2"

APRON L114' - 3 3/4"


Men's Bay L227' - 10 1/4"

Landing223' - 1"

3

A3.3.1

1 3 4 5 62

1141 SF

SHOP103450 SF

ENTRY100

15'-10 11/16" 2'-4 5/16" 18'-3" 10'-3 3/8" 6'-3 1/4" 16'-0"

3.9 4.4 5.1

2'-0 15/16" 11'-8 9/16"

1'-6 1/8"

1330 SF

GRAND HALL200

1.8

10'-1

1"2'

-7 1

/2"

4.9-

---

-

---

-

----

---

11"

7'-1"8'-1

1"

2'-2

"

1'-7"1'-7"

3" 3'-6"

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"


Men's Bay L227' - 10 1/4"

3

A3.3.1

13456

OA

R R

AC

KS

STO

RA

GE

STO

RA

GE

2

1926 SF

ERG/EVENT ROOM201

3734 SF

EAST BAY101

150 SF

MEN'S SHOWERS204

765 SF

MEN'S LOCKERS202

3734 SF

EAST BAY101

16'-0" 1'-11 7/8" 8'-2 9/16" 6'-3 1/4"2'-0 15/16" 10'-3 3/8" 18'-3" 2'-4 5/16" 15'-10 11/16"

3.94.4 1.84.9

2'-6

"

LEVEL 228' - 11 1/4"

Men's Bay L227' - 10 1/4"

4

A3.3.1

A B C

1926 SF

ERG/EVENT ROOM201

194 SF

WOMEN'S TOILETS211

1719 SF

WEST BAY102

1141 SF

SHOP103

3734 SF

EAST BAY101

3734 SF

EAST BAY101

12'-1

1"1'

-1"

22'-0" 22'-3"

----

1330 SF

GRAND HALL200

7'-1

"

-

----

---

9'-0

"

1'-4

"3'

-8"

-

---

-

---

-

---

-

---

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

3

A3.3.1

13456 2

EaEbEcEdEeEf

3.9

4.4

5.1

1330 SF

GRAND HALL200

1141 SF

SHOP103

1141 SF

SHOP103

1141 SF

SHOP103

450 SF

ENTRY100

16'-0"

1'-6 1/8"

17'-11 13/16" 2'-0 15/16" 10'-3 3/8" 18'-3" 2'-4 5/16" 15'-10 11/16"

1.8

10'-1

1"2'

-7 1

/2"

4.9

-

---

-

---

-

----

---



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE



1/8" = 1'-0"

C:\R

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8:1

4:48

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Author

20190550

A3.3.1

William McCullough

Dan Meza

BUILDING SECTIONS

DD

2018




LEVEL 116' - 11 1/4"


LEVEL 450' - 10 1/2"


ROOF LEVEL65' - 10 1/2"

APRON L114' - 3 3/4"


Men's Bay L227' - 10 1/4"

Landing223' - 1"

3

A3.3.1

1 3 4 5 62

1141 SF

SHOP103450 SF

ENTRY100

15'-10 11/16" 2'-4 5/16" 18'-3" 10'-3 3/8" 6'-3 1/4" 16'-0"

3.9 4.4 5.1

2'-0 15/16" 11'-8 9/16"

1'-6 1/8"

1330 SF

GRAND HALL200

1.8

10'-1

1"2'

-7 1

/2"

4.9-

---

-

---

-

----

---

11"

7'-1"8'-1

1"

2'-2

"

1'-7"1'-7"

3" 3'-6"

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"


Men's Bay L227' - 10 1/4"

3

A3.3.1

13456

OA

R R

AC

KS

STO

RA

GE

STO

RA

GE

2

1926 SF

ERG/EVENT ROOM201

3734 SF

EAST BAY101

150 SF

MEN'S SHOWERS204

765 SF

MEN'S LOCKERS202

3734 SF

EAST BAY101

16'-0" 1'-11 7/8" 8'-2 9/16" 6'-3 1/4"2'-0 15/16" 10'-3 3/8" 18'-3" 2'-4 5/16" 15'-10 11/16"

3.94.4 1.84.9

2'-6

"

LEVEL 228' - 11 1/4"

Men's Bay L227' - 10 1/4"

4

A3.3.1

A B C

1926 SF

ERG/EVENT ROOM201

194 SF

WOMEN'S TOILETS211

1719 SF

WEST BAY102

1141 SF

SHOP103

3734 SF

EAST BAY101

3734 SF

EAST BAY101

12'-1

1"1'

-1"

22'-0" 22'-3"

----

1330 SF

GRAND HALL200

7'-1

"

-

----

---

9'-0

"

1'-4

"3'

-8"

-

---

-

---

-

---

-

---

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

3

A3.3.1

13456 2

EaEbEcEdEeEf

3.9

4.4

5.1

1330 SF

GRAND HALL200

1141 SF

SHOP103

1141 SF

SHOP103

1141 SF

SHOP103

450 SF

ENTRY100

16'-0"

1'-6 1/8"

17'-11 13/16" 2'-0 15/16" 10'-3 3/8" 18'-3" 2'-4 5/16" 15'-10 11/16"

1.8

10'-1

1"2'

-7 1

/2"

4.9

-

---

-

---

-

----

---



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE



1/8" = 1'-0"

C:\R

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8:1

4:48

PM



Author

20190550

A3.3.1

William McCullough

Dan Meza

BUILDING SECTIONS

DD

2018




LEVEL 116' - 11 1/4"APRON L114' - 3 3/4"


Men's Bay L227' - 10 1/4"

3

A3.3.1

1 3 4 5 62

1149 SF

SHOP103438 SF

ENTRY100

15'-10 11/16" 2'-4 5/16" 18'-3" 10'-3 3/8" 6'-3 1/4" 16'-0"

3.9 4.4 5.1

2'-0 15/16" 11'-8 9/16"

1'-6 1/8"

1328 SF

GRAND HALL200

1.8

10'-1

1"2'

-7 1

/2"

4.9

8'-1

1"DISPLAY DISPLAY DISPLAY

-

---

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"


Men's Bay L227' - 10 1/4"

3

A3.3.1

13456

OA

R R

AC

KS

STO

RA

GE

STO

RA

GE

2

1865 SF

ERG/EVENT ROOM201

3751 SF

EAST BAY101

152 SF

MEN'S SHOWERS204

760 SF

MEN'S LOCKERS202

3751 SF

EAST BAY101

16'-0" 1'-11 7/8" 8'-2 9/16" 6'-3 1/4"2'-0 15/16" 10'-3 3/8" 18'-3" 2'-4 5/16" 15'-10 11/16"

3.94.4 1.84.9

2'-6

"

LEVEL 228' - 11 1/4"

Men's Bay L227' - 10 1/4"

4

A3.3.1

A B C

1865 SF

ERG/EVENT ROOM201

184 SF

WOMEN'S TOILETS211

1719 SF

WEST BAY102

1149 SF

SHOP103

3751 SF

EAST BAY101

3751 SF

EAST BAY101

12'-1

1"1'

-1"

22'-0" 22'-3"

----

1328 SF

GRAND HALL200 12

'-11"

9'-0

"

-

---

LEVEL 116' - 11 1/4"

APRON L114' - 3 3/4"

Men's Bay L227' - 10 1/4"

3

A3.3.1

13456 23.95.1

1328 SF

GRAND HALL200

1149 SF

SHOP103

1149 SF

SHOP103

1149 SF

SHOP103

438 SF

ENTRY100

16'-0"

1'-6 1/8"

17'-11 13/16" 2'-0 15/16" 10'-3 3/8" 18'-3" 2'-4 5/16" 15'-10 11/16"

1.8

10'-1

1"2'

-7 1

/2"



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BY DATE

SCALE

DRAWING NO.


PRINCIPAL

PROJECT MANAGER

PHASE



1/8" = 1'-0"

C:\R

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/2/2

020

9:45

:19

PM



Author

20190550

A3.3.1

William McCullough

Dan Meza

BUILDING SECTIONS

DD

2018




LEVEL 116' -11 1/4"

APRON L114' -3 3/4"

Historical L226' -7 1/4"

Men's Bay L227' -10 1/4"

3

A3.3.1

13456 2

1149 SF

SHOP103 438 SF

ENTRY100

15'-10 11/16"2'-4 5/16"18'-3"10'-3 3/8"6'-3 1/4"16'-0"

3.94.45.1

2'-0 15/16"11'-8 9/16"

1'-6 1/8"

1328 SF

GRAND HALL200

1.8

10'-11"

2'-7 1/2"

4.9

8'-11" DISPLAY DISPLAY DISPLAY

-

---

LEVEL 116' -11 1/4"

APRON L114' -3 3/4"

Historical L226' -7 1/4"

Men's Bay L227' -10 1/4"

3

A3.3.1

1 3 4 5 6

OAR RACKS

STORAGE

STORAGE

2

1865 SF

ERG/EVENT ROOM201

3751 SF

EAST BAY101

152 SF

MEN'S SHOWERS204

760 SF

MEN'S LOCKERS202

3751 SF

EAST BAY101

16'-0"1'-11 7/8"8'-2 9/16"6'-3 1/4"2'-0 15/16"10'-3 3/8"18'-3"2'-4 5/16"15'-10 11/16"

3.9 4.41.8 4.9

2'-6"

LEVEL 228' -11 1/4"

Men's Bay L227' -10 1/4"

4

A3.3.1

ABC

1865 SF

ERG/EVENT ROOM201

184 SF

WOMEN'S TOILETS211

1719 SF

WEST BAY102

1149 SF

SHOP103

3751 SF

EAST BAY101

3751 SF

EAST BAY101

12'-11"

1'-1"

22'-0"22'-3"

----

1328 SF

GRAND HALL20012

'-11"

9'-0"

-

---

LEVEL 116' -11 1/4"

APRON L114' -3 3/4"

Men's Bay L227' -10 1/4"

3

A3.3.1

1 3 4 5 62 3.9 5.1

1328 SF

GRAND HALL200

1149 SF

SHOP103

1149 SF

SHOP103

1149 SF

SHOP103

438 SF

ENTRY100

16'-0"

1'-6 1/8"

17'-11 13/16"2'-0 15/16"10'-3 3/8"18'-3"2'-4 5/16"15'-10 11/16"

1.8

10'-11"

2'-7 1/2"



CONSULTANTS

KEY PLAN

REVISIONS

DRAWING NAME

FLOOR/SECTION

PROJECT NO.

DRAWN BYDATE

SCALE

DRAWING NO.

NO.BYDESCRIPTIONDATE

PRINCIPAL

PROJECT MANAGER

PHASE


ISSUE C -DESIGN DEVELOPMENT PROGRESS SET -16 OCTOBER 2020

1/8" = 1'-0"

C:\Revit Local Files\20190550_A18_CENTRAL_nbronola.rvt

11/2/2020 9:45:19 PM



Author

20190550

A3.3.1

William McCullough

Dan Meza

BUILDING SECTIONS

DD

2018

SCALE: 1/8" = 1'-0" 1N-S SECTION 1SCALE: 1/8" = 1'-0" 2N-S SECTION 2

SCALE: 1/8" = 1'-0" 3W-E SECTION 2SCALE: 1/8" = 1'-0" 4S-N SECTION

AECDRAFT SD PRICING SET11.11.19BECISSUE B - SCHEMATIC DESIGN SET01.16.20

REVISED 11/05/2020


1 2

3

4



Page 23

View of the East Elevation from Kelly Drive

North Elevation Rendering from Kelly Drive South Elevation Rendering

View from the Schuylkill

REVISED EXTERIOR VIEWS

university of pennsylvania boathouse

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